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20130320 Redline 2 Plans 03142014a 2 ",, 1 PROPERTY DESCRIPTION 24 -17 -IE IA NE SE COM NW CDR SOLBERG PARCEL NUMBER 21724410200 SITE ADDRESS 304 LONGMIRE ST. S.E. YELM, WASHINGTON SITE DATA ACREAGE: 1.74 AC. ZONING: R -14 POWER: SHEET INDEX CVR 1 OF 21 COVER SHEET TPI 2 OF 21 TES.C. & GRADING PLAN TP2 3 OF 21 T.E.S.C. - SPECIFICATIONS TP3 4 OF 21 TE.S.C. - DETAILS RI 5 OF 21 PLAN & PROFILE R2 6 OF 21 PLAN & PROFILE R3 7 OF 21 PLAN & PROFILE R4 8 OF 21 STORM TRENCH - PLAN & SECTIONS RS1 9 OF 21 STORMWATER - DETAILS & SPECIFICATIONS RS2 10 OF 21 STORMWATER - DETAILS & SPECIFICATIONS PG1 11 OF 21 PARKING & GRADING PLAN STP 12 OF 21 STEP, SYSTEM PLAN S7 13 OF 21 PLAN & PROFILE S2 14 OF 21 PLAN & PROFILE SDI 15 OF 21 SANITARY - DETAILS & SPECIFICATIONS SD2 16 OF 21 SANITARY - DETAILS WAT 17 OF 21 WATER SYSTEM PLAN W7 18 OF 21 PLAN & PROFILE W2 19 OF 21 PLAN & PROFLE WD1 20 OF 21 WATER - DETAILS & SPECIFICATIONS FR 21 OF 21 FRONTAGE IMPROVEMENTS PROPERTY DESCRIPTION 24 -17 -IE IA NE SE COM NW CDR SOLBERG PARCEL NUMBER 21724410200 SITE ADDRESS 304 LONGMIRE ST. S.E. YELM, WASHINGTON SITE DATA ACREAGE: 1.74 AC. ZONING: R -14 POWER: PUGET SOUND ENERGY TELEPHONE: FAIRPOINT GAS: PUGET SOUND ENERGY SEWER: CITY OF YEL.+I WATER: CITY OF YELM CATV COMCAST A / VEF) HUN APAHTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. i E., W.M. UnurY CONwcT NOTE: - CAUTION.- THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION. AND DEPTH OF ALL EXISTING U77LI7ES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE U77LI71ES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING U77UTY LOCATE 0 1 -800- 424 -5555 AND THEN POTHOLING ALL OF 714E EXIS77NG UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID U77LI71ES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIARON. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE: CALL 1 -800- 424 -5555 BEFORE YOU DIG. CONTRACTOR / DEVELOPER NOTE: THE CONTRACTOR ANDAOR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED MATERIAL TESTING, COMPACTON TESTING, AND APPLICABLE INSPEC77ONS AS REQUIRED BY CITY OF YELM AND PRIVATE ENGINEER, THE CONTRACTOR SHALL SUPPLY CER77FWNG ENGINEER WITH DOCUMENTATION SIGNED BY A PROFESSIONAL SOILS ANIDAOR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WAS BUILT ACCORDING TO THE RECOMMENDATIONS OF 741E GEOTECHNICAL REPORT, THE BACKHLL MATERIAL MEETS MINIMUM CITY /STATE REQUIREMENTS, COMPACTION WAS ACHIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUCTION MATERIALS AND CONSTRUC77ON METHODS SHOWN ON THESE PLAN$ HAVE BEEN FOLLOWED. MONUMENT NOTE MONUMENTATION OF EXISTING AND PROPOSED ROADS SHALL BE INSTALLED BY THE CONTRACTOR AS SHOWN ON THE APPROVED FINAL PLAT DRAWINGS. ONCE THE CONTRACTOR HAS INSTALLED THE MONUMENTS THE APPLICABLE SURVEYOR SHALL BE CONTACTED TO SCRIBE THE MONUMENTS AS APPROPRIATE. DESTROYED MONUMENT NOTE: I PURSUANT TO RCW 58.24.040 (8) AND WAC 332 -120, BEFORE REMOVING OR DESTROYING ANY MONUMENT ON THE BOUNDARY OF ANY EASEMENT, RIGHT OF WAY, LOT, TRACT, OR PARCEL OF REAL PROPERTY,, A CONTROLLING PONT FOR A PLAT,• OR A POINT WHICH IS A GENERAL LAND OFFICE SURVEY CORNER. THE SUBMITIED, SIGNED AND SEALED BY A LAND SURVEYOR OR ENGINEER AS DEFINED IN THE CHAPTER. CONTACT THE PIERCE COUNTY PUBLIC WORKS AND UTILITIES, TRANSPORTATION SERVICES, SURVEY SECTION AT (253)- 798 -7250 FOR ADDITIONAL INFORMATION, APPROVED FOR CONSTRUCTION BY: DATE: D ou or of Public Woke APPROVAL EXPIRES: SCALE: 1 " =20' 0 10 20 40 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV.• 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND —?7L! PROPERTY LINE 2-7-14 R/W LINE —k4V - - - - EASEMENT LINE ADDIRONAL 10' UTILITIES EASEMENT —SS— PROPOSED SEWER STEP LINE —W— PROPOSED WATER LINE • PROPOSED STORM DRAIN MANHOLE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE #+ PROPOSED LIGHT POLE PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR - -- 456- - -- EXIS7NG CONTOUR EXISTING EDGE OF PAVEMENT EXISTING STORM MANHOLE DD EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE S S EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN {>- EXISTING POWER POLE I>4 EXISTING WATER GATE VALVE 3D EXISTING FIRE HYDRANT N= -- - -Jv EXISTING WATER MAIN 1 NO. 1 DATE 1 DESCRIPTION BY 1 ' 1-22 -14 PER CITY MARK -UP GJM FEB 10 2014 &II:[NEI 11 8115 O N J III U Z U) O � 2 OIWU r` 0 3 z n= o� U� W � m Q �3 0 mod= N 0 O��3 coco � C M 1 n v Q M m O V e rn Q C�d 3 C U F¢- b N I� IW' LV v / I� W 10 2014 FcDRAWNG VR DATE 2-7-14 N( 8115BASE HEET10F2 CONSTRUCTION NOTES O CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE 30'W z 501 PER SHEETS TP2 & TP3. O INSTALL TEMPORARY MIRAFI SILT FENCE AS SHOWN & PER SHEETS TP2 & TP3. O INSTALL CB INLET PROTECTION & TEMPORARY SEDIMENT CONTROL PER DETAIL ON SHEET TP3. Q CONSTRUCT CONTRACTOR STORAGE, WASH DOWN, STAGING, FUELING & MAINTENANCE AREA. REPORT FUEL & LUBRICANT SPILLS TO DIVISION OF EMERGENCY MANAGEMENT (1- 800- 258- 5990). SQ EXISTING PERIMETER FENCE TO BE PROTECTED THROUGHOUT CONSTRUCTION. © EXISTING UTILITY TO BE RELOCATED, O EXISTING UTILITY TO BE PROTECTED THROUGHOUT CONSTRUCTION. O CONTRACTOR TO RELOCATE/ REPLACE EXISTING STREET TREE. CONTRACTOR TO COORDINATE WORK WITH CITY OF YELM. 8Q EXISTING WATER SERVICE TO BE REMOVED BACK TO WATER MAIN. CONTRACTOR TO COORDINATE WORK WITH THE CITY OF YELM. LEGEND NOTES: 1. ALL FILL SHALL BE CLEAN EARTHEN MATERIAL ONLY, WITH NO CONCRETE, GARBAGE, SOLID WASTE OR ANY OTHER UNACCEPTABLE MASS. 2. ALL ASBESTOS ENCOUNTERED MUST DE REMOVED AND DISPOSED OF IN ACCORDANCE WITH PUGET SOUND AIR POLLUTION CONTROL AGENCY ( PSAPCA ) AND TACOMA - PIERCE COUNTY HEALTH DEPARTMENT REGULATIONS. 3. ALL DEMOLITION MATERIAL MUST GO TO A LICENSED SOLID WASTE HANDLING OR DISPOSAL FACILITY. 4. ALL SEPTIC TANKS SHALL BE PUMPED BY A CERTIFIED SEPTIC HAULER, FILLED WITH SOIL AND A DECOMMISSIONING APPLICATION COMPLETED PER YELM - THURSTON COUNTY HEALTH DEPARTMENT REQUIREMENTS. 5. CONTRACTOR SHALL OBTAIN DEMOLITION PERMIT AS REQUIRED PRIOR TO ANY DEMOLITION OR STRUCTURE REMOVAL. 6. ALL SLOPES SHALL MAINTAIN MINIMUM SETBACKS IN ACCORDANCE WITH THE GRADING NOTES ON SHEET TP2. 7. THE CONTRACTOR SHALL PLACE THE STRUCTURAL FILL MATERIAL IN EIGHT INCH (8 ") LOOSE LIFTS CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPACTION AND COMPACTED TO AT LEAST NINETY -FIVE (957) OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY THE ASTM COMPACTION TEST PROCEDURE D- 1557 -70. 8. THE OWNER'S RETAINED GEOTECHNICAL ENGINEER SHALL TEST ALL FILL MATERIAL & OBTAIN SUFFICIENT COMPACTION TESTS TO VERIFY SOIL STABILITY. 9. EROSION CONTROL MEASURES OTHER THAN THOSE SPECIFIED MAYBE NEEDED TO PREVENT MIGRATION OF SEDIMENT. SEE SHEETS TP2 & TP3 FOR ADDITIONAL MEASURES. 10. CONTRACTOR TO HAVE EQUIPMENT AND MATERIALS I.E.: STRAW, 12 & 18" CMP , QUARRY SPALLS, TEMP RISER STRUCTURES, ETC. ON -SITE DURING CONSTRUCTION FOR EMERGENCY SITUATIONS. CONTRACTOR TO DEVELOP PLAN OF ACTION FOR EROSION MEASURES PRIOR TO STARTING CONSTRUCTION. 11. PRIOR TO START OF CONSTRUCTION, A NPDES PERMIT SHALL BE OBTAINED FROM THE DEPARTMENT OF ECOLOGY IF NEEDED. 12, PRIOR TO START OF CONSTRUCTION, A FOREST PRACTICE PERMIT SHALL BE OBTAINED FROM THE DEPARTMENT OF NATURAL RESOURCES, IF NEEDED. 1,1 TO LIMIT IMPACTS TO NEIGHBORING PROPERTIES, DUST CONTROL WILL BE REQUIRED. A / VE H RUN A FA R TMEN TS NE 114, SE 114, SEC 24, TWN.17 N., RNG 1 E., W.M. SCALE: 1"=20' 0 10 20 40 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL NOTE; ESC LEAD TO BE APPOINTED BY CONTRACTOR AT TIME OF PRE - CONSTRUCTION MEETING & PROOF OF CERTIFICATION WILL BE PROVIDED. 0 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES CONSTRUCTION SEQUENCE 1. CALL CITY OF YELM FOR PRE - CONSTRUCTION MEETING. 2. CLEARLY FLAG ALL LIMITS OF CLEARING AND GRADING PER APPROVED PLANS. J. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN. 4. INSTALL TEMPORARY MIRAFI FILTER FENCES AS SHOWN. 5. REMOVE EXISTING STRUCTURES AS INDICATED ON THE LE.SC. PLAN. - ACQUIRE APPROPRIATE DEMOLITION PERMITS. 6. CLEAR AND GRADE SITE PER APPROVED PLANS. 7. ANY VEGETATION OR OTHER MATERIALS TAKEN OFF SITE SHALL BE HAULED TO APPROVED DISPOSAL SITE. 8. INSTALL UTILITIES (IE SANITARY, WATER, ETC.) 9. CONSTRUCT PAVED PARKING LOT /ACCESS AND STORM DRAIN SYSTEM PER APPROVED PLANS. 10. PROVIDE C.B. PROTECTION UNTIL ROAD & STORM DRAIN SYSTEM IS COMPLETED AND ALL EXPOSED SLOPES ARE SEEDED & STABILIZED FOR EROSION & SEDIMENTATION. 11. NOTE: THE BUILDING CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF STORM SYSTEM DURING BUILDING AND LANDSCAPE CONSTRUCTION. 12 HYDRO SEED AND /OR MULCH SLOPES AND OTHER EXPOSED AREAS IMMEDIATELY AFTER GRADING IS COMPLETED AS OUTLINED IN EROSION CONTROL NOTES 13. CLEAN OUT AND TEST ALL STORM DRAIN FACILITIES. 14. INSPECT AND MAINTAIN ALL EROSION CONTROL FACILITIES AT REGULAR INTERVALS & COMPLETE REQUIRED REPORT. CLEAN AS REQUIRED UNTIL RISK OF SEDIMENTATION HAS PASSED. 15. UNTIL ALL PROJECTS WHICH PRODUCE SURFACE RUNOFF ARE COMPLETED AND ALL EXPOSED GROUND SURFACES ARE STABILIZED BY VEGETATION OR LANDSCAPING, PONDS MAY NOT BE OPERATED AND NO SURFACE RUNOFF MAY BE PERMITTED TO ENTER THE STORM SYSTEM. INSPECTION SCHEDULE 1. CONSTRUCTION ENTRANCE SHALL BE INSPECTED WEEKLY & CLEANED AS NEEDED OR NEW SPALLS ADDED AS NEEDED TO MAINTAIN A ROUGH SURFACE. 2. THE EXISTING ACCESS ROUTES INTO THE PROJECT SITE SHALL BE INSPECTED EVERY 2 DAYS & SWEPT OR CLEANED ON A WEEKLY BASIS OR MORE FREQUENTLY IF NEEDED. 3. ALL CUT & FILL SIDE SLOPES SHALL BE INSPECTED EVERY 2 DAYS AND /OR AFTER EVERY STORM EVENT TO REPAIR ANY EROSION OR SLOPE SCOURING. 4. SILT FENCES SHALL BE INSPECTED EVERY 4 DAYS. 5. INSPECT INLET PROTECTION ON A WEEKLY BASIS AND AFTER EVERY MAJOR STORM EVENT. TYPICAL 2 CLEARING LINE SILT FENCE LOCATION DETAIL NTS REVISION BLOCK NO. DATE DESCRIP71ON BY 1 1 -22 -14 PER CITY MARK -UP GJM II 8115 II CLEARING LIMITS EXISTING CONTOURS '--------440-- - - - - -- PROPOSED CONTOURS � TPO SOIL TEST PIT _II (SEE GE07ECHNICAL REPORT DATED 09 \23 \13 LOCATED IN THE STORM DRAINAGE REPORT Z FOR ADDITIONAL INFORMATION). MIRAFI SILT FENCE O O INLET PROTECTION Q3 NOTES: 1. ALL FILL SHALL BE CLEAN EARTHEN MATERIAL ONLY, WITH NO CONCRETE, GARBAGE, SOLID WASTE OR ANY OTHER UNACCEPTABLE MASS. 2. ALL ASBESTOS ENCOUNTERED MUST DE REMOVED AND DISPOSED OF IN ACCORDANCE WITH PUGET SOUND AIR POLLUTION CONTROL AGENCY ( PSAPCA ) AND TACOMA - PIERCE COUNTY HEALTH DEPARTMENT REGULATIONS. 3. ALL DEMOLITION MATERIAL MUST GO TO A LICENSED SOLID WASTE HANDLING OR DISPOSAL FACILITY. 4. ALL SEPTIC TANKS SHALL BE PUMPED BY A CERTIFIED SEPTIC HAULER, FILLED WITH SOIL AND A DECOMMISSIONING APPLICATION COMPLETED PER YELM - THURSTON COUNTY HEALTH DEPARTMENT REQUIREMENTS. 5. CONTRACTOR SHALL OBTAIN DEMOLITION PERMIT AS REQUIRED PRIOR TO ANY DEMOLITION OR STRUCTURE REMOVAL. 6. ALL SLOPES SHALL MAINTAIN MINIMUM SETBACKS IN ACCORDANCE WITH THE GRADING NOTES ON SHEET TP2. 7. THE CONTRACTOR SHALL PLACE THE STRUCTURAL FILL MATERIAL IN EIGHT INCH (8 ") LOOSE LIFTS CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPACTION AND COMPACTED TO AT LEAST NINETY -FIVE (957) OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY THE ASTM COMPACTION TEST PROCEDURE D- 1557 -70. 8. THE OWNER'S RETAINED GEOTECHNICAL ENGINEER SHALL TEST ALL FILL MATERIAL & OBTAIN SUFFICIENT COMPACTION TESTS TO VERIFY SOIL STABILITY. 9. EROSION CONTROL MEASURES OTHER THAN THOSE SPECIFIED MAYBE NEEDED TO PREVENT MIGRATION OF SEDIMENT. SEE SHEETS TP2 & TP3 FOR ADDITIONAL MEASURES. 10. CONTRACTOR TO HAVE EQUIPMENT AND MATERIALS I.E.: STRAW, 12 & 18" CMP , QUARRY SPALLS, TEMP RISER STRUCTURES, ETC. ON -SITE DURING CONSTRUCTION FOR EMERGENCY SITUATIONS. CONTRACTOR TO DEVELOP PLAN OF ACTION FOR EROSION MEASURES PRIOR TO STARTING CONSTRUCTION. 11. PRIOR TO START OF CONSTRUCTION, A NPDES PERMIT SHALL BE OBTAINED FROM THE DEPARTMENT OF ECOLOGY IF NEEDED. 12, PRIOR TO START OF CONSTRUCTION, A FOREST PRACTICE PERMIT SHALL BE OBTAINED FROM THE DEPARTMENT OF NATURAL RESOURCES, IF NEEDED. 1,1 TO LIMIT IMPACTS TO NEIGHBORING PROPERTIES, DUST CONTROL WILL BE REQUIRED. A / VE H RUN A FA R TMEN TS NE 114, SE 114, SEC 24, TWN.17 N., RNG 1 E., W.M. SCALE: 1"=20' 0 10 20 40 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL NOTE; ESC LEAD TO BE APPOINTED BY CONTRACTOR AT TIME OF PRE - CONSTRUCTION MEETING & PROOF OF CERTIFICATION WILL BE PROVIDED. 0 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES CONSTRUCTION SEQUENCE 1. CALL CITY OF YELM FOR PRE - CONSTRUCTION MEETING. 2. CLEARLY FLAG ALL LIMITS OF CLEARING AND GRADING PER APPROVED PLANS. J. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN. 4. INSTALL TEMPORARY MIRAFI FILTER FENCES AS SHOWN. 5. REMOVE EXISTING STRUCTURES AS INDICATED ON THE LE.SC. PLAN. - ACQUIRE APPROPRIATE DEMOLITION PERMITS. 6. CLEAR AND GRADE SITE PER APPROVED PLANS. 7. ANY VEGETATION OR OTHER MATERIALS TAKEN OFF SITE SHALL BE HAULED TO APPROVED DISPOSAL SITE. 8. INSTALL UTILITIES (IE SANITARY, WATER, ETC.) 9. CONSTRUCT PAVED PARKING LOT /ACCESS AND STORM DRAIN SYSTEM PER APPROVED PLANS. 10. PROVIDE C.B. PROTECTION UNTIL ROAD & STORM DRAIN SYSTEM IS COMPLETED AND ALL EXPOSED SLOPES ARE SEEDED & STABILIZED FOR EROSION & SEDIMENTATION. 11. NOTE: THE BUILDING CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF STORM SYSTEM DURING BUILDING AND LANDSCAPE CONSTRUCTION. 12 HYDRO SEED AND /OR MULCH SLOPES AND OTHER EXPOSED AREAS IMMEDIATELY AFTER GRADING IS COMPLETED AS OUTLINED IN EROSION CONTROL NOTES 13. CLEAN OUT AND TEST ALL STORM DRAIN FACILITIES. 14. INSPECT AND MAINTAIN ALL EROSION CONTROL FACILITIES AT REGULAR INTERVALS & COMPLETE REQUIRED REPORT. CLEAN AS REQUIRED UNTIL RISK OF SEDIMENTATION HAS PASSED. 15. UNTIL ALL PROJECTS WHICH PRODUCE SURFACE RUNOFF ARE COMPLETED AND ALL EXPOSED GROUND SURFACES ARE STABILIZED BY VEGETATION OR LANDSCAPING, PONDS MAY NOT BE OPERATED AND NO SURFACE RUNOFF MAY BE PERMITTED TO ENTER THE STORM SYSTEM. INSPECTION SCHEDULE 1. CONSTRUCTION ENTRANCE SHALL BE INSPECTED WEEKLY & CLEANED AS NEEDED OR NEW SPALLS ADDED AS NEEDED TO MAINTAIN A ROUGH SURFACE. 2. THE EXISTING ACCESS ROUTES INTO THE PROJECT SITE SHALL BE INSPECTED EVERY 2 DAYS & SWEPT OR CLEANED ON A WEEKLY BASIS OR MORE FREQUENTLY IF NEEDED. 3. ALL CUT & FILL SIDE SLOPES SHALL BE INSPECTED EVERY 2 DAYS AND /OR AFTER EVERY STORM EVENT TO REPAIR ANY EROSION OR SLOPE SCOURING. 4. SILT FENCES SHALL BE INSPECTED EVERY 4 DAYS. 5. INSPECT INLET PROTECTION ON A WEEKLY BASIS AND AFTER EVERY MAJOR STORM EVENT. TYPICAL 2 CLEARING LINE SILT FENCE LOCATION DETAIL NTS REVISION BLOCK NO. DATE DESCRIP71ON BY 1 1 -22 -14 PER CITY MARK -UP GJM II 8115 II 0 u) M 3 Z L a C) O � UM Qm W CE) zi IC Q W3 Zg� O m ~C�Q ZNO b C� Co C V/ M V a M � N O 7 �m a� Q C o U z �1 V Cl- \J z r� V tEo �Vn v I Lu A TE 1 2 -7 -14 DRAWING NI Tr l 8115BASE [SHEET -2- OF2 a4t a N � _II Z U � O 2 0 0 W 3 U U W � _ O m U 0 u) M 3 Z L a C) O � UM Qm W CE) zi IC Q W3 Zg� O m ~C�Q ZNO b C� Co C V/ M V a M � N O 7 �m a� Q C o U z �1 V Cl- \J z r� V tEo �Vn v I Lu A TE 1 2 -7 -14 DRAWING NI Tr l 8115BASE [SHEET -2- OF2 a4t EROSION CONTROL NOTES i, ON -SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE STORM SYSTEM BY THE MUNICIPALITI' SHALL BE CORRECTED BY THE APPLICANT AND /OR THE CONTRACTOR. 2. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY, ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE SITUA 7ION MUST CEASE AND THE APPLICANT /CONTRACTOR SHALL IMMEDIATELY COMMENCE RESTORATION OR MITIGATION MEASURES. RESTORATION ACTIVITY SHALL CONTINUE UN71L SUCH TIME AS THE PROBLEM IS RECTIFIED. 3. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THIS DRAWING SHALL BE INSTALLED PRIOR TO OR AT THE FIRST STAGE OF SITE PREPARATION. 4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THIS DRAWING NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE APPLICANT /CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND /OR STORM DRAINAGE SYSTEMS. 5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION OR EXPERIENCED LAND DISTURBING ACTIVITIES AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD EXCEEDING THE LISTED CRITERIA, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING, OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE APPLICANT /CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT. A. DRY SEASON(MAY I TO SEPTEMBER 30): LIMITS OF CLEARING EXTENDED TO ONLY ENOUGH LAND AS CAN RECEIVE APPROPRIATE PROTECTIVE COVER OR STABILIZATION BY NO LATER MAN SEPTEMBER 30. B. WET SEASON(OCTOBER I TO APRIL 30) 1. ALL CLEARED OR DISTURBED AREAS WILL RECEIVE APPROPRIATE COVER OR BE OTHERWISE STABILIZED WITHIN 5 DAYS IF NOT BEING ACTIVELY WORKED. 2. IF A MAJOR STORM EVENT IS PREDICTED, THE CLEARING OF LAND SHALL BE LIMITED TO ONLY AS MUCH LAND AREA AS CAN BE COVERED OR STABILIZED WITHIN 24 HOURS. 6. THE PROJECT ENGINEER OR PROJECT SURVEYOR WILL BE RESPONSIBLE FOR FIELD LOCATING THE CLEARING LIMITS AND ESTABLISHING THOSE BOUNDARIES WITH BRIGHT COLORED FLAGGING. THE CONTRACTOR SHALL CLEAR TO THE LIMITS AS ESTABLISHED ON THIS PLAN AND AS FLAGGED IN THE FIELD. 7. THE CITY OF YELM SHALL BE RESPONSIBLE FOR THE INSPECTION AND ACCEPTANCE OF ALL CLEARING AND GRADING WORK AND EROSION AND SEDIMENTATION CONTROL FACILITIES. THE APPLICANT AND /OR CONTRACTOR SHALL NOTIFY THE CITY OF YELM FORTY- EIGHT HOURS IN ADVANCE OF EACH REQUIRED EROSION AND SEDIMENT CONTROL INSPECTION. INSPECTION NO. 1 - INSTALLATION OF EROSION CONTROL FACILITIES /PRIOR TO CLEARING. INSPECTION NO. 2 - COMPLETION OF CLEARING. INSPECTION NO. 3 - UPON COMPLETION OF EXCAVATION, FILLING, AND EARTHWORK. INSPECTION NO. 4 - COMPLETION OF PROJECT. INSPECTION NO. 5 - AS NEEDED TO DETERMINE COMPLIANCE WITH APPROVED PLANS AND /OR SPECIFICATIONS. (DOES NOT REQUIRE ADVANCE NOTICE.) 8. ALL WORK ASSOCIATED WITH STABILIZING THE DISTURBED AREAS SHALL BE IN ACCORDANCE MITI THE CITY OF YELM AND THE 2005 DEPARTMENT OF ECOLOGY STORMWATER MANUAL. 9. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON SITE TO PREVENT DEBRIS, DUST, AND MUD FROM ACCUMU A L TING ON THE PUBLIC RIGHT-OF-WAY GRADING NOTES 1. THE CONTRACTOR SHALL STRIP THE SURFACE ORGANIC MATERIAL WITHIN THE BUILDING AND LOT AREAS TO BE FILLED AND DISPOSE OF THE UNSUITABLE MATERIAL AS DIRECTED BY THE OWNER. 2, PRIOR TO THE PLACEMENT OF STRUCTURAL FILL OR BASE ROCK FOR THE BUILDING SITES, PAVED AREAS AND CONCRETE FLITWORK CORRIDORS, THE CONTRACTORS SHALL SCARIFY THE AREAS TO BE FILLED OR ROCKED TO A DEPTH OF 6 INCHES (6) MINIMUM. ONCE SCARIFIED, THE SOILS SHALL BE CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPACTION AND COMPACTED TO AT LEAST NINETY -FIVE (95%) OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY THE ASTM COMPACTION TEST PROCEDURE D- 1557 -70, VERIFY WITH SOILS ENGINEERS' RECOMMENDATIONS. 3. THE CONTRACTOR SHALL PLACE THE STRUCTURAL FILL MATERIAL IN EIGHT INCH (B) LOOSE LIFTS CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPACTION AND COMPACTED TO AT LEAST NINETY -FIVE (95 %) OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY THE ASTM COMPACTION TEST PROCEDURE D- 1557 -70, A DETRIMENTAL AMOUNTS OF ORGANIC MATERIAL SHALL NOT BE PERMITTED IN FILLS. ALL IMPORTED MATERIAL SHALL BE IMPORTED GRAVEL 'CLASS B" BANKRUN OR BETTER. 5. ENGWAWN SFANa4RD& CUT SLOPES: SLOPES SHALL BE NO STEEPER THAN IS SAFE FOR THE INTENDED USE AND SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO I VERTICAL, OR AS RECOMMENDED BY A SOILS ENGINEER. THE CATCH POINT OF THE TOP OF THE SLOPE SHALL BE SETBACK FROM THE SITE BOUNDARY LINE IN ACCORDANCE WITH THE FOLLOWING TABLE UNLESS A RETAINING WALL IS DESIGNED BY THE ENGINEER AND CONSTRUCTED FOR THE PROJECT CUT DEPTH SETBACK DISTANCE UNDER 5 FEET 2 FEET 5 -20 FEET HEIGHT / 2 OVER 20 FEET 10 FEET 6. fa% SUAVAROS: 1) GENERAL: FILLS WHICH ARE INTENDED FOR BUILDING SITES SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE U.B.C., AS ADOPTED BY CITY OF YELM, AND AN ASSIGNMENT OF ALLOWABLE SOIL- BEARING PRESSURES WILL BE UNDER THE JURISDICTION OF THE CITY OF YELM BUILDING OFFICIAL IN ACCORDANCE WITH THE U.B.C. 2) FILL LOCATION: SLOPES SHALL BE NO STEEPER THAN IS SAFE FOR THE INTENDED USE AND SHALL NOT BE STEEPER THAN 1 -112 HORIZONTAL TO i VERTICAL, OR AS RECOMMENDED BY A SOILS ENGINEER, FILL SITES MUST BE APPROVED BY THE ENGINEER AS SUITABLE LOCATIONS FOR THE PROPOSED FILL. 3) PREPARATION OF GROUND: THE GROUND SURFACE FOR FILLS OVER FIVE FEET IN HEIGHT SHALL BE PREPARED BY REMOVING VEGETATION, NONCOMPLYING FILL, TOPSOIL, AND OTHER UNSUITABLE MATERIALS; SCARIFYING TO PROVIDE A BOND WITH THE NEW FILL; AND, WHERE EXISTING SLOPES ARE STEEPER THAN 5 HORIZONTAL TO 1 VERTICAL, BY BENCHING INTO COMPETENT MATERIAL AS DETERMINED BY THE ENGINEER. THE BENCH UNDER THE TOE OF A FILL ON A SLOPE STEEPER THAN 5 HORIZONTAL TO 1 VERTICAL SHALL BE AT LEAST TO FEET WIDE, OR AS RECOMMENDED BY A SOILS ENGINEER, 4) FILL MATERIAL: EXCEPT AS PERMITTED BY THE CITY OF YELM, NO MATERIAL OTHER THAN EARTH MATERIAL SHALL BE BURIED OR PLACED IN FILLS. PLACEMENT OF OTHER THAN EARTH - MATERIAL IS REGULATED BY STATE STATUTES OR FEDERAL LAWS, AND ADDITIONAL PERMITS MAY BE REQUIRED. 5) SLOPE STABILITY: FILLS SHALL BE CONSTRUCTED USING EARTH MATERIALS, COMPACTON METHODS, AND CONSTRUCTION TECHNIQUES SO ThAT STABLE FILLS ARE CREATED. 6) SETBACK FROM PROPERTY LINES: THE TOE OR CATCH POINT OF FILL SLOPES SHALL BE SET BACK FROM THE SITE BOUNDARY LINE IN ACCORDANCE WITH THE FOLLOWING TABLE UNLESS A RETAINING WALL IS DESIGNED BY THE ENGINEER AND CONSTRUCTED FOR THE PROJECT: FILL DEPTH SETBACK DISTANCE UNDER 5 FEET 2 FEET 5 - 40 FEET HEIGHT OF FILL 12 OVER 40 FEET 20 FEET SILT FENCE NOTES RI VER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG 1 E., W.M. EROSION CONTROL BLANKET NOTES 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL E3E SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POSTS. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (N41N1MUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. THIS TRENCH SHALL BE BACKFILLED WITH WASHED GRAVEL. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. S. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHE$ OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NQT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA- STRENGTHI FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH CASE, THE FILTER FABRIC IS STAPLED ,OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVIE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY., 9. SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS. 10, CONTRIBUTING LENGTH TO FENCE WILL NOT BE GREATER THAN 100 FEET. 11. DO NOT INSTALL BEL<DW AN OUTLET PIPE OR WEIR. 12, INSTALL DOWNSLOPE (OF EXPOSED AREAS. 13. DO NOT DRIVE OVER OR FILL OVER SILT FENCES. INLET PROTECTION NOTES 1. PLACE CONCRETE BLOCKS LENGTHWISE ON THEIR SIDES IN A SINGLE ROW AROUND THE PERIMETER OF THE INLET, SO THAT THE OPEN END FACE OUTWARD, NOT UPWARD. THE ENDS OF ADJACENT BLOCKS SHALL ABUT. THE HEIGHT OF THE BARRIER CAN IBE VARIED, DEPENDING ON DESIGN NEEDS, BY STACKING COMBINATIONS OF BLOCKS THAT ARE 4 INCHES, AND 12 INCHES WIDE. THE ROW OF BLOCKS SHALL BE A7r LEAST 12 INCHES BUT NO GREATER THAN 24 INCHES HIGH. 2. PLACE WIRE MESH OVIER THE OUTSIDE VERTICAL FACE (OPEN END) OF THE CONCRETE BLOCKS TO PIREVENT STONE FROM BEING WASHED THROUGH THE BLOCKS. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 112 -INCH OPENINGS. 3. PILE STONE AGAINST THIE WIRE MESH TO THE TOP OF THE BLOCKS, USE 314 -INCH TO 3 -INCH GRAVEL. 4. PLACE WIRE MESH OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FOOT BEYOND EACH SIDE OF THE INLET STRUCTURE. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 112 -INCH OPENINGS. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, OVERLAP THE STRIPS. PLACE FILTER FABRIC OVER WIRE MESH. 5. PLACE 314 INCH GRAVEL OVER THE WIRE MESH. THE DEPTH OF STONE SHALL BE AT LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. EXTEND THE STONE BEYOND THE INLET OPENING AT LEAST 18 INCHES ON ALL SIDES, 6. IF THE STONE FILTER BIECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY FROM THIE INLET AND CLEANED OR REPLACED. TEMPORARY DIKES AND SWALES 1. SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION). 2. THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 3. NO EROSION SHALL OCCUR AT THE DIKE OUTLET. P °OVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A POIND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. SOD NOTES 1. SOD SHALL BE MACHINE- CUT AT A UNIFORM SOIL THICKNESS OF 314 -INCH AT THE TIME OF CUTTING. MEASUREMENT FOR THICKNESS SHALL EXCLUDE TOP GROWTH AND THATCH, 2. STANDARD SIZE SECTIONS OF SOD SHALL BE STRONG ENOUGH TO SUPPORT THEIR OWN WEIGHT ANDS RETAIN THEIR SIZE AND SHAPE WHEN SUSPENDED BY THE END OF A 3 FOOT SECTION. 3. SOD SHALL NOT BE HAIRVESTED OR TRANSPLANTED WHEN MOISTURE CONTENT (EXCESSIVELY DRY OR WET) MAY ADVERSELY AFFECT ITS SURVIVAL. 4. SOD SHALL BE HARVESTED, DELIVERED AND INSTALLED WITHIN A PERIOD OF 36 HOURS. SEEDING NOTES 1. SEED MIXTURE SHALL BE 10 7RED TOP, 407 ANNUAL RYE, 407. CHEWING FESCUE, 10% WHITE DUTCH CLOVER, AND SHALL BE APPLIED AT THE RATE OF 225 LBS. PER ACRE. 2. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. 3, FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE_ NECESSARY. (E.G., GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING) 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES„ INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. 5. THE SEEDBED SHALL E3E FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING, PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. 6. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED SHOULD SE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WL,LANDS. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. 1. WHERE SOIL IS HIGHLY ERODIBLE, NET SHALL ONLY BE USED IN CONJUNCTION WITH ANY ORGANIC MULCH SUCH AS STRAW AND WOOD FIBER. 2. JUTE NET SHALL BE HEAVY, UNIFORM CLOTH WOVEN OF SINGLE JUTE YARN, WHICH IF 36- TO 48- INCHES WIDE, SHALL WEIGH AN AVERAGE OF 1.2 LBS/ LINEAR YARD. IT MUST BE SO APPLIED THAT IT IS IN COMPLETE CONTACT WITH THE SOIL. 3. NETTING SHALL BE SECURELY ANCHORED TO THE SOIL WITH NO. 11 GAUGE WIRE STAPLES AT LEAST 6 INCHES LONG. TEMPORARY GRAVEL OUTLET NOTES 1. GRAVEL SHALL BE 518 INCH MINUS WASHED ROCK. A LAYER OF FILTER FABRIC SHALL BE EMBEDDED IN THE GRAVEL. 2. MINIMUM LENGTH IN FEET OF THE GRAVEL OUTLET STRUCTURE SHALL BE EQUAL TO SIX (6) TIMES THE NUMBER OF ACRES OF CONTRIBUTING DRAINAGE AREA. 3. THE INVERT OF THE GRAVEL OUTLET SHALL NOT BE LESS THAN 6 INCHES LOWER THAN THE MINIMUM ELEVATION OF THE TOP OF THE DIKE. 4. WATER SHALL BE DISCHARGED FROM THE GRAVEL OUTLET ONTO AN ALREADY STABILIZED AREA OR INTO A STABLE WATERCOURSE. 5. THE GRAVEL OUTLET STRUCTURE SHALL BE INSPECTED BY THE CONTRACTOR OR DESIGNEE AND REPAIRED AFTER EACH RUNOFF - PRODUCING RAIN. THE GRAVEL MUST BE REPLACED WHEN THE STRUCTURE CEASES TO FUNCTION AS INTENDED DUE TO SEDIMENT ACCUMULATION IN THE GRAVEL. PLASTIC COVERING NOTES 1. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALL MEET THE REQUIREMENTS OF THE STATE STANDARD SPECIFICATIONS SECTION 9 -14.5. 2. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10 -FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE AT LEAST 12 INCH OVERLAP OF ALL SEAMS. 3. CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER 1 AND MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED. 4. WHEN THE COVERING IS USED ON UN- SEEDED SLOPES, IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD. 5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS. 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS. MULCHING NOTES 1. MULCH MATERIALS USED SHALL BE HAY OR STRAW AND SHALL BE APPLIED AT THE RATE OF 1.5 TO 2.5 TONS /AC. 2. MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN 2: 1. 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4. ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1 STOCKPILE NOTES 1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERINGS OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31. 2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BE PREVENTED. 3. TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PLAN. APPROVED FOR CONSTRUCTION BY: DATE: fhre U r of Public Works APPROVAL EXPIRES: CONSTRUCTION ENTRANCE NOTES 1. MATERIAL SHALL BE 4 INCH TO 8 INCH QUARRY SPALLS (4 TO 6 INCH FOR RESIDENTIAL SINGLE FAMILY LOTS) AND MAY BE TOP - DRESSED WITH 1 INCH TO 3 INCH ROCK. (STATE STANDARD SPECIFICATIONS, SECTION 8 -15) 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 50 FEET LONG (20 FEET FOR SITES WITH LESS THAN 1 ACRE OF DISTURBED SOIL). WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE - FAMILY RESIDENTIAL AND SMALL COMMERCIAL SITES. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WhiEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE. TOPSOILING NOTES 1. APPLY TOPSOIL TO AREAS WITH HIGHLY DENSE OR IMPERMEABLE SOILS. 2. APPLY WHERE MULCH AND FERTILIZER ALONE WOULD NOT PROVIDE A SUITABLE GROWTH MEDIUM, 3, APPLY WHERE SLOPES DO NOT EXCEED 2:1. 4. TOPSOIL SHALL BE FRIABLE AND LOAMY (LOAM, SANDY LOAM, SILT LOAM, SAND CLAY LOAM, CLAY LOAM), 5. TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 6. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOP SOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PLAN. 7. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31. 8, IN ANY SEASON, SEDIMENT LEACHING FROM STOCKPILES MUST BE PREVENTED. RENSION N0. I DATE I DESCRIP770N I BY 1 1 1 -22 -14 1 PER CITY MARK -UP I GJM S. 11 8115 11 W 0 0 2 � a U� W� ttl W � Z:Ecc 1-UQ X � _ ZNU c co � d r d Q ^ K CsC p a P Q C1 3 a Q C U Q Z N gITZ co Z O ti V Q) W ,CL v I (/V I� l W DATE 2 -7 -14 TP2 I8175BASE HEET -.3 OF2 � ��l J U Z Z U7 C S U W � � p W U U W K 2 � O U W 0 0 2 � a U� W� ttl W � Z:Ecc 1-UQ X � _ ZNU c co � d r d Q ^ K CsC p a P Q C1 3 a Q C U Q Z N gITZ co Z O ti V Q) W ,CL v I (/V I� l W DATE 2 -7 -14 TP2 I8175BASE HEET -.3 OF2 RUNOFF WATER WITH SEDIMENT 8" MIN A /I/ER HUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E, W.M. FILTER FABRIC ON TOP OF GRATE WASHED ROCK 3/4" TO 3" (12" MIN. DEPTH) \ \ / / U1/2" WIRE MESH OR - SEDIMENT / " \/ \ HARDWARE CLOTH �X UNDER FILTER FABRIC EXTEND FILTER �` �\ AND EXTEND 12" FABRIC 6" BEYOND GRATE IN ALL BEYOND GRATE FILTERED DIRECTIONS C.B. INLET WATER INLET SEDIMENT PROTECTION (BEFORE PAVING) NOT TO SCALE ADAPTER SKIRT NO. (FOR A PERFECT FIT) DESC_RIP77ON BY RETRIEVAL STRAP 48.. _ PER CITY MARK —UP c OVERFLOW GEOTEXTILE (TO BYPASS FABRIC PEAK STORM VOLUMES) 24" .F_ F EXISTING CATCH BASIN #3003 SEDIMENT ONLY SEDIMENT ACCUMULATION PROVIDE CATCH BASIN SEDIMENT PROTECTION WITH STREAMGUARD BASINI INSERT #3003, FROM FOSS ENVIRONMENTAL 7440 W. MARGINAL VNAY S. SEATTLE, WA 98108- -4141 PHONE: 1- 800 - 909 -_3677 INLET SEDIMENT PROTECTION (AFTER PAVING) NOT TO SCALE NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. OpO R R = 25' MIN. APPROVED FOR CONSTRUCTION JOB NUMBER BY: DATE: 8115 Director of Public Works APPROVAL Z Z EXPIRES: o g ¢ � � w � o � Y � � U to Q W W � 2 O � U m n O O Z a ' o � TO F,pT F'pG LU O1 F +AS�7ti 6�. DSO, w 0 s'S,9'�OR�i'<n0 oo FMS S�GOFJ ��� o I wo 0 2D?n PF R Q 12" MIN. DEPTH --/ (6 "MIN. FOR RESIDENTIAL ° SINGLE FAMILY LOTS) 4" TO 8" QUARRY SPALLS 15 TO 6" FOR RESIDENTIAL SINGLE FAMILY LOTS) PROVIDE FULL WIDTH OF INGRESS /EGRESS AREA CONSTRUCTION ENTRANCE ROCK PAD N.T.S. FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE WIRE MESH SUPPORT FENCE FOR FILTER FABRIC BURY BOTTOM GROUND SURFACE //� OF FILTER / MATERIAL 8'x12" TRENCH 2 "k2" WOOD POSTS. STANDARD OR BETTER OR EQUIVALENT WIRE MESH SUPPORT FENCE (TO BE LOCATED ON THE DOWNHILL SIDE OF THE FILTER FABRIC) FILTER FABRIC MATERIAL PROVIDE WASHED GRAVEL - - - BACKFILL, 3/4" - 3" IN TRENCH AND ON BOTH SIDES B., MIN. OF FILTER FENCE FABRIC ON THE SURFACE BURY BOTTOM OF FILTER MATERIAL IN 8 "02" TRENCH Im 0, 2 "x2"x5' WOOD POSTS. STANDARD OR BETTER FILTER FABRIC FENCE DETAIL OR EQUIVALENT N.T.S. REVISION BLOCK NO. DATE DESC_RIP77ON BY 1 1 -22 -14 _ PER CITY MARK —UP GJM co Q Q� v c Z J, g1 I� W v J W DATE 2-7-14 DRAWING N( TP3 8115BASE HEET 3 OF2 s 2 ON BERRY VALLEY DR. ST. S.E. CONSTRUCTION NOTES Oi CONTRACTOR TO CONSTRUCT CEMENT CONCRETE APPROACH AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET FR. O CONTRACTOR TO CONSTRUCT PERPENDICULAR TYPE SIDEWALK RAMP AS SHOWN AND PER WSDOT DETAIL F40.15 -20 ON SHEET FR. O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ALONG FRONTAGE OF PROJECT AS SHOWN AND PER DETAIL ON SHEET RSI. 4O CONTRACTOR TO CONSTRUCT EXTRUDED CONCRETE CURB AS SHOWN AND PER DETAIL ON SHEET RSI. O CONTRACTOR TO CONSTRUCT 8' (MIN.) X 20' (MIN.) CONCRETE DUMPSTER PAD W/ 6' HIGH CHAIN LINK AS SHOWN AND PER DETAIL ON SHEET RS2. © PROPOSED CONCRETE WHEEL STOP LOCATION (TYP.). O CONTRACTOR TO CONSTRUCT 8' WIDE CONCRETE CROSSWALK DELINEATION AREA W/ APPROPRIATE STRIPPING ® 2.0% SLOPE (MAX.) IN ALL DIRECTIONS MEETING ALL ADA REQUIREMENTS. OCONTRACTOR TO CONSTRUCT ASPHALT INVERTED PAVEMENT SECTION THROUGHOUT PARKING /ACCESS AREA ONSITE AS SHOWN AND PER DETAIL ON SHEET RS1. O CONTRACTOR TO CONSTRUCT 5" CONCRETE SIDEWALK ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. 10 CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH LANDING (® 8.3% MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. 350 348 346 344 342 340 338 T 6' L W Wi . : 3 i W1 : RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG 1 E., W.M. IZWYCH (SEE SNFET R ) k N N PROPOSED. 5( s 1 45.75 ' I ; IA S7UB'�- i � I I � k59 I II wI PROPOSED 4' e CONCRETE SIDEWALK ;BETE SIDEWALKSgS a. k i 101 `FLOW : I : ' r I i 'Wi 3 : p ' I 15' FRONT YARD SET BACK i ° I h I i STA. 1 +96.05 = rk INTERSECTION ALIGNMENT "A" & ALIGNMENT "B" ALIGNMENT A' HORIRLANDKEW 10 '),4(N -12) O ZOBx - - >T4?:6R PARK AREA ` 346 1 7 TW= 346.00 z - - - -- - - - - -9 %ROPOSED STREET LIGHT LOCATION (TYP.) rto� lu +yu 1 +uu 1 +1u 1 +20 1 +30 1 +40 1 +50 1 +60 1 +70 1 +80 1 +90 ALIGNMENT A' RRORLE KEW HORIZONTAL SCALE: 1 " =10 VERTICAL SCALE: I " =2' PROPOSED APARTMENT BUILDING "A" APPROX. F.F. - 546.510 APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: SCALE: I " =10' 0 5 10 20 �o VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV- 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES ----- - - -... P4 PROPERTY LINE ... R/W LINE - - - - EASEMENT LINE N PROPOSED STORM CATCH BASIN PROPOSED STORM LINE PROPOSED LIGHT POLE PROPOSED SIDEWALK 0 PROPOSED CONTOUR - -:o - EXISTING CONTOUR - -- EXISTING EDGE OF PAVEMENT QD EXISTING STORM MANHOLE DD EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE - - -� v ❑ o -C I 1 EXISTING WATER GATE VALVE EXISTING FIRE n. ,,ANT ( S FLOW ARROW TYP. /tt 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION 0.00 EXISTING TOP OF PAVING SPOT ELEVATION r-- - - - - -- z U h 346.89 346.4 N 9'b � J z - - - -- - - - - -9 %ROPOSED STREET LIGHT LOCATION (TYP.) rto� lu +yu 1 +uu 1 +1u 1 +20 1 +30 1 +40 1 +50 1 +60 1 +70 1 +80 1 +90 ALIGNMENT A' RRORLE KEW HORIZONTAL SCALE: 1 " =10 VERTICAL SCALE: I " =2' PROPOSED APARTMENT BUILDING "A" APPROX. F.F. - 546.510 APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: SCALE: I " =10' 0 5 10 20 �o VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV- 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES REVISION BLOCK NO. I DA7E DESCRIP77ON BY 1 1 1 -22 -14 PER CITY MARK -UP GJM jp .T ♦2 ♦ " x i �10 R1 a„5 0 II U Z V) ti o W p p � � Y U � O U Z K M U� W� u] W� Zip � y I N c� ti _V r v �UZ) a m a� Q C U Q Z .J go w Ld Zi cl- w O IZ � W fZ � _V J Q Q J DATE 2 -7 -74 IRA WING N( 8115BASE 1EET � OF 2. LEGEND P4 PROPERTY LINE - -R/iY— R/W LINE - - - - EASEMENT LINE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE PROPOSED LIGHT POLE PROPOSED SIDEWALK - -- 456 - -- PROPOSED CONTOUR - -:o - EXISTING CONTOUR - -- EXISTING EDGE OF PAVEMENT QD EXISTING STORM MANHOLE DD EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE - - -� EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN -C EXISTING POWER POLE Iq EXISTING WATER GATE VALVE EXISTING FIRE n. ,,ANT EXISTING WATER MAIN /tt 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION 0.00 EXISTING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NO. I DA7E DESCRIP77ON BY 1 1 1 -22 -14 PER CITY MARK -UP GJM jp .T ♦2 ♦ " x i �10 R1 a„5 0 II U Z V) ti o W p p � � Y U � O U Z K M U� W� u] W� Zip � y I N c� ti _V r v �UZ) a m a� Q C U Q Z .J go w Ld Zi cl- w O IZ � W fZ � _V J Q Q J DATE 2 -7 -74 IRA WING N( 8115BASE 1EET � OF 2. RI VER HU/V APAHTME/VTS NE 114, SE 114, SEC 24, TWN.17 N, RNG. 1 E., W.M. FAKK AKLA APPROX. F.F. = 346.50 ALIGNMENT" PLAN 352 -... _. _ -_.. HORIZONTAL KEW 10 BUILDING APPRO F.F. "B =34. SCALE 1 0 I i v I 350 2 m 0 v m I� it 01 N N W a O p M N N r tp ^ m O 348 m m O CONSTRUCTION NOTES N p r r Oi CONTRACTOR TO CONSTRUCT CEMENT CONCRETE APPROACH AS SHOWN AND d N N O1 p r PER CITY OF YELM DETAIL ON SHEET FR. N O> c0 M O CONTRACTOR TO CONSTRUCT PERPENDICULAR TYPE SIDEWALK RAMP AS 346 O XISTING, GRADE t7 M p SHOWN AND PER WSDOT DETAIL F40.15 -20 ON SHEET FR.I - r -- - q--OF DAVE - - -__ -_- _ -- - -- —2.00% O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ALONG FRONTAGE OF N O PROJECT AS SHOWN AND PER DETAIL ON SHEET PST PROPOSE) GRADE M ¢ OF DR VE M 4O CONTRACTOR TO CONSTRUCT EXTRUDED CONCRETE CURB AS SHOWN AND PER WATER M M M r'1 M M� DETAIL ON SHEET RSI, C SSING Q PSTER PAD 344 -- __. cRO�sM M M N) 3.24% M 6 dre -09HA'. � AS SHOWN AND PER DETAIL ON SHEET RS2. I WATER M N) M M M r•J M CROSSING M r.t © PROPOSED CONCRETE WHEEL STOP LOCATION (TYP.). 8" WA TER 1 M M M 7O CONTRACTOR TO CONSTRUCT 8' WIDE CONCRETE CROSSWALK DELINEATION 342 - _- CROSSING AREA W1 APPROPRIATE STRIPPING 0 2.0% SLOPE MAX. IN ALL DIRECTIONS `- -_ -- ' - - - - -j- M - - -- - -- - -- -_.- MEETING ALL ADA REQUIREMENTS. I, i O CONTRACTOR 70 CONSTRUCT ASPHALT INVERTED PAVEMENT SECTION 12OLF E2AD-T:AF-j2) THROUGHOUT PARKING /ACCESS AREA ONSITE AS SHOWN AND PER DETAIL ON dO6X SHEET RSI. 0 +00 0 +10 0 +20 0 +30 O CONTRACTOR 70 CONSTRUCT 5' CONCRETE SIDEWALK ONSITE AS SHOWN AND 340 -- __- -- - -- - I- -TYPE I - - _I.. 0 +60 -- - 1 +10 -- 1 +30 PER DETAIL ON SHEET R51. STA. 1 +96.05 } " - I WATER RIA1- 345.62 1 +50 1 +60 I. LEa342,62(12 -NE)._ CROSSING ALIGNMENT 'B" 10 CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWA, & PARK BENCH LANDING W/INLET!GRATE (® 8.3% MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL PROFILE KEW ON SHEET RSI. 338 1 HORIZONTAL SCALE: 1' =10' - 336 I I I - i VERTICAL SCALE: 1 " =2' APPROVED FOR CONSTRUCTION BY: —DATE:— Director of Public Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV.- 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND - -1 -- -- PROPERTY LINE RAV— R/W LINE - - - - EASEMENT LINE i ■ PROPOSED STORM CATCH BASIN - -- j PROPOSED STORM LINE m K' PROPOSED LIGHT POLE rn o PROPOSED SIDEWALK n u - -- 456 - -- PROPOSED CONTOUR _ w EXISTING CONTOUR O - -- EXISTING EDGE OF PAVEMENT ,'oi vUwi EXISTING STORM MANHOLE + � D - -u^ EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE li .. EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE ' -- __ -I ❑ EXISTING WATER GATE VALVE i (; EXISTING FIRE HYDRANT EXISTING WATER MAIN 18( 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION _.. _ 0.00 EXISTING TOP OF PAVING SPOT ELEVATION I SSCRONR G 9 CR,WATEf CB TYPE I - -__ -_- QSSINE- STA. 0+59.49 RIM-341.95 LE- 338.95(12 -SH W^NLET GRATE 334 01 N N W a O p M N N r tp ^ m O ^ m m O N p r r r d N N O1 p r N O> c0 M O M tp t7 M p 00 r ro 6 N O M N M M M M r'1 M M� '� M M N) M M M M M N) M M M r•J M M M r.t M M M M 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 ALIGNMENT 'B" PROFILE KEW HORIZONTAL SCALE: 1' =10' VERTICAL SCALE: 1 " =2' NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. a � O � rV M � M 1 +70 8115 LU 0 U Z o x w n o Y U 3 U (0 Q W W m x O � U Z a K o� xM U� ¢m w m Lw zoo zN c� o co a ' N rn 0 v m Q� Q 0 C U ti O r a V) nM LLj11 w'1 w �0 Z ct I W CL rz � V J Q Q DATE 2-7-14 DRAWING NO R2 8115BASE SHEET -E OF 7i CONSTRUCTION NOTES O1 CONTRACTOR TO CONSTRUCT CEMENT CONCRETE APPROACH AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET FR. 2O CONTRACTOR TO CONSTRUCT PERPENDICULAR TYPE SIDEWALK RAMP AS SHOWN AND PER WSDOT DETAIL F40.15 -20 ON SHEET FR. O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ALONG FRONTAGE OF PROJECT AS SHOWN AND PER DETAIL ON SHEET RSI. 40 CONTRACTOR TO CONSTRUCT EXTRUDED CONCRETE CURB AS SHOWN AND PER DETAIL ON SHEET RSI. O CONTRACTOR TO CONSTRUCT 8' (MIN.) X 20' (MIN.) CONCRETE DUMPSTER PAD W/ 6' HIGH CHAIN LINK AS SHOWN AND PER DETAIL ON SHEET RS2. © PROPOSED CONCRETE WHEEL STOP LOCATION (TYP.). OAREA W / CONTRACTOR ACROSSWALK DELINEATION APPROPRIATE STRIPPING 0 2.0% SLOPE (MAX) (MAX.) N ALL DIRECTIONS MEETING ALL ADA REQUIREMENTS. ® CONTRACTOR TO CONSTRUCT ASPHALT INVERTED PAVEMENT SECTION THROUGHOUT PARKING /ACCESS AREA ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. 10 CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH LANDING (0 8 3$ MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. 6' DEDICATION i e N ' � I w ' PROPOSED " i J SKEET LIGHT \LOCATION TYP.) 341.91 , ... -RIM.�41.6 LE�33&7 W W )y ¢ 0 oo .. W W/1MLEi G fA 'DUMP'5 e. Q 5' SIDEWALK ' I 15' i FRONT YARD -- SET BACK c DIG alls 346 344 1 - - - 342 1 340 b a M 0 fJ T O 0.58X R / VER RUN APAHTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. LE- 341.00(6') 121LF 6- ADS(N -12) ROOF DRAIN O 0.50[ (MW.) I o X � O 10 PoM�34f.9 O 0.581 LE�338.95(15 2'SWAiJW) W/1NIET GRATE 1 +00 O co STA 0+59.49= RIM -342.6 tI, INTERSECTION ALIGNMENT "C" IF--340.1 ( [T { & ALIGNMENT "B" 1201E 12' -12) O 3.OBx — N c M a 8 � m �( xl _o Al Q /342 „ ry Ni 343.19 ALIGINME f 'C" HORIPLANGVIEW D w w z _ -.. �-2" SEWER _ CROSSING FLOW ARROW TYP. PROPOSED APARTMENT BUILDING °B" APPROX. — F.F =34.00 7LF B ADS(N -12) ROf DRAIN O 0.5011 (MIN.) RIU 342.4 DRAIN O 342 L'T 338 NO. DA 7E DESCRIP71ON wl 1 n w � w o 336 I o _ IYPEI S� f 7.07 7 _ it ti K 5�:0+55.49 VDU 0.75% T O 0.58X R / VER RUN APAHTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. LE- 341.00(6') 121LF 6- ADS(N -12) ROOF DRAIN O 0.50[ (MW.) I o X � O 10 PoM�34f.9 O 0.581 LE�338.95(15 2'SWAiJW) W/1NIET GRATE 1 +00 O co STA 0+59.49= RIM -342.6 tI, INTERSECTION ALIGNMENT "C" IF--340.1 ( [T { & ALIGNMENT "B" 1201E 12' -12) O 3.OBx — N c M a 8 � m �( xl _o Al Q /342 „ ry Ni 343.19 ALIGINME f 'C" HORIPLANGVIEW D w w z _ -.. �-2" SEWER _ CROSSING FLOW ARROW TYP. PROPOSED APARTMENT BUILDING °B" APPROX. — F.F =34.00 7LF B ADS(N -12) ROf DRAIN O 0.5011 (MIN.) RIU 342.4 DRAIN O 342 L'T 338 NO. DA 7E DESCRIP71ON BY 1 1 -22 -14 PER CITY MARK —UP GJM 336 _ IYPEI S� f 7.07 7 _ _...- 5�:0+55.49 �N:L30E+T LWE 2"SI. A37l(12"WkSW) LE.-3 B91 WANW) W11NLET GRATE /MAi GRATE 334 Irn n N m w m s Orn m �n m rn m rn rn m m m rn rn M O ,— � N N W M �? M V Ell, M� 0 +00 0 +10 0 +20 0-11-30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1+70 1 +77 ALIGNMENT 'C' PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' �rOvlG�e tiGceS�u1(L�1Rnn„7A" � 1Q� GVn�IJt� �R9 l cQ ( lY l� ✓ �P Gu uh lL 11k/ LS NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. I.E�340.35(B i i i I APPROVED FOR CONSTRUCTION BY: DATE: Di,e,,twof Public Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND --P{✓— PROPERTY LINE --RfW— R/W LINE - - - - EASEMENT LINE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE �+ PROPOSED LIGHT POLE �. PROPOSED SIDEWALK 456- PROPOSED CONTOUR EXISTING CONTOUR - - EXISTING EDGE OF PAVEMENT Q EXISTING STORM MANHOLE EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE N EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION 0.00 EXISTING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NO. DA 7E DESCRIP71ON BY 1 1 -22 -14 PER CITY MARK —UP GJM I F�;'PA�13 �11t4�4i 11 R3 IOB NUMBER 8115 ct O ;II U Z ti a O 3� Z a O .O U� W� ro ctw3 c m yd2 ZN� �NCS V+ � v • N rn 0 a a�3 `t C c U Z w O v Ld J U J w O Z ct I W CL (Z � V J Q Q J DATE 2 -7 -14 DRAWING N( 8175BASE 3HEET2 OF E f E W E E 4 k E k CONSTRUCTION NOTES p CONTRACTOR TO CONSTRUCT CEMENT CONCRETE APPROACH AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET FR. YD CONTRACTOR TO CONSTRUCT PERPENDICULAR TYPE SIDEWALK RAMP AS SHOWN AND PER WSOOT DETAIL F40.15 -20 ON SHEET FR. O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ALONG FRONTAGE OF PROJECT AS SHOWN AND PER DETAIL ON SHEET RS1. 0 CONTRACTOR TO CONSTRUCT EXTRUDED CONCRETE CURB AS SHOWN AND PER DETAIL ON SHEET RS7. 3O CONTRACTOR TO CONSTRUCT 8' (MIN.) X 20' (MIN.) CONCRETE DUMPSTER PAD W/ 6' HIGH CHAIN LINK AS SHOWN AND PER DETAIL ON SHEET RS2. © PROPOSED CONCRETE WHEEL STOP LOCATION (TYP.). O CONTRACTOR TO CONSTRUCT 8' WIDE CONCRETE CROSSWALK DELINEATION AREA W/ APPROPRIATE STRIPPING 0 2.09 SLOPE (MAX.) IN ALL DIRECTIONS MEETING ALL ADA REQUIREMENTS. O CONTRACTOR TO CONSTRUCT ASPHALT INVERTED PAVEMENT SECTION THROUGHOUT PARKING /ACCESS AREA ONSITE AS SHOWN AND PER DETAIL ON SHEET RS7. OCONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ONSITE AS SHOWN AND PER DETAIL ON SHEET RS7. 10 CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH LANDING (® 8.3% MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSE 11 CONTRACTOR TO CONSTRUCT 201 X 3'D X 3'W INFILTRATION TRENCH W/ 6" ADS(N -12) PERF. PIPE 0 0.00% FOR PROPOSED PARKING GARAGE STRUCTURE AS SHOWN AND PER DETAIL ON SHEET RS7. 12 CONTRACTOR TO CONSTRUCT 201 X 4'D X 6'W INFILTRATION TRENCH W/ 8" ADS(N -12) PERF PIPE ® 0.009 FOR PROPOSED APARTMENT BUILDINGS AS SHOWN AND PER DETAIL ON SHEET RS7. 13 CONTRACTOR TO INSTALL AQUA -SWIRL (MODEL AS -2 CFO) STORMWATER TREATMENT STRUCTURE AS SHOWN AND PER DETAIL ON SHEET RS7. OCONTRACTOR TO FIELD ADJUST STRUCTURE RIM TO FINISH GRADE. R /I/EH HU/V APAHTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. SWELL PLAN 2' MIN. NATIVE- r N n a p M SOIL O M Op M CD m 0 n INSTALL FILTER FABRIC r �/- 7 + ?�- +j& p WASHED ALONG TOP AND SIDES OF TRENCH 140N li E-7 ,y �t "�� el }' r St jP P(20PQSEDE Pf L MIRAFI OR EQUAL ET S - - -E �(• PROPOSED STORM MAIN — A f 0 ------- - - -- -- - - - - -- - - - -5 -- - - -f -- t - -E -- f- _____ f _ f E -f E f E f f E E E f E E f E t t E f f 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 ® 0.00% SLOPE NATIVE � 5• � D------D SOIL EXISTING SANITARY SEWER MANHOLE 5' CONCR SIDEWALK O EXISTING SANITARY SEWER MAIN ❑ ILI INFILTRATION TRENCH DETAIL N.T.S. C1 EXISTING FIRE HYDRANT - EXISTING WATER MAIN N40' '07 "E 277.60' .A m P _POSED 6' DEDICATION /� 12 ADS(N -12) O 1.50x ' 4 CO TYPE 1 dW TYPE I 94 $$TTA: 0+74.80 Ici 14 (, RIM -34210 o /aIM- 343.32 LE --- X50(12 -S&E) 111EE- 33&W12"NE v, t W/SOUD LOCKING UD IJE- 33&62(12 -P0 i 8LF 12 N -12) O 1.50% LOCKING LAD W OW SPUTTER) -ER •� DIiMP� . - +{ PAD ; ' - A EA � 6 Q � 0 5 , I 9 �7= I O 8 I (� I .S• '91 p8 ay y FLOW ARROW TYP. TYPE I 4 S •0+81.52 CB TYPE 1 14 6 RIN -34242 29LF-12- ADS(N -12) 0 0.58x STA: 1 +0256; 7.497?T STA:0+03.02 RIM- 345.89 LE- 33&38(12 "NEOS11) 7LF 12- ADS(N -12) O 1.23% W /SOLID LOCKING UO ON -341'63 LE- 338.71(12ME&SW) W/SOUD LOODWING UD A A SMRL 13 14 STORM TRENCH W/INLET GRATE 5TA:0 +67.6D PLAN WEW R1A1-3'3•32 DEEP) X 110' WDE INFILTTRA71ON,TRENCH HORIZONTAL SCALE: 7 =10 %SOLID LOOCKINC D� MITH 12' PERF. PIPE AS SHOW BLF 12 ADS(N -12) O 1.23% AND PER DETAILS ON THIS SHEET. 348 - --__ -- . _- 4 T •0+03.02 MLO"G _ - 313.89 D LD PROPOSED GRADE ® e q OF DRIVE 346 r - - EXISTING ___- ____ - -_ I G- GRADE_ t - AQUA E OF DRIVE SiA:0 +87.80 II 14 STA: C 161- RIM-3 ! W 47 i RIM X242` I.E.- 'N w 36(12 GE S) W/SOLID LOCKING LID o W /SOLID UD 0 TYPE I 4 v 344 _ ._. _ ______ - ___. - -'_ __ J ___ —_ _- SWU"7.94, -_ - LE.- 338.50(12 SM) oz \ W/SOIJD LOCKING LID ` CONSTRUCT 581E 4- DEEP X 5 009, o 342 � - 10N 12 PERF. -POEM TRENCH } I_ 2.00% - - -_ - -. �1 12' PERF E AS SHOWN 2' MIN. NATIVE- r N n a p M SOIL O M Op M CD m 0 n INSTALL FILTER FABRIC r �/- 7 + ?�- +j& p WASHED ALONG TOP AND SIDES OF TRENCH 140N li E-7 ,y �t "�� el }' ROCK jo (NO I-INES) MIRAFI OR EQUAL PROPOSED STORM CATCH BASIN — PROPOSED STORM MAIN — PROPOSED STORM STUB C) PROPOSED SIDEWALK roz Cr 12" ADS(N -12) 456 - -- PROPOSED CONTOUR PERFORA7rED PIPE EXISTING CONTOUR 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 ® 0.00% SLOPE NATIVE � 5• � D------D SOIL EXISTING SANITARY SEWER MANHOLE _ - - - -(1 EXISTING SANITARY SEWER MAIN ❑ 7o' INFILTRATION TRENCH DETAIL N.T.S. 340 58LF 12ADS(N -12) PER. PK O O.00x 336 _.. C - - - - - -- - - -- - -- r_ I 334 00.57% SPLITIER) 12)01.5 r r N n a p M Q M O M Op M CD m 0 n - -- - PROPOSED SEWER MAIN - PROPOSED SANITARY SEWER STUB O PROPOSED STORM DRAIN MANHOLE ■ PROPOSED STORM CATCH BASIN — PROPOSED STORM MAIN — PROPOSED STORM STUB C) PROPOSED SIDEWALK roz Cr PROPOSED SHOULDER 456 - -- PROPOSED CONTOUR EXISTING CONTOUR 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 STORM TRENCH HORIZONTAL PRORLE VIEW VERTICAL SCALE: 1 " =2' RIM- 341.63 I.E- 336.7O(12`NE&SM) W/)NLET GRATE N APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVO 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND FL 4! — PROPERTY LINE -y7fW— R/W LINE EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT O PROPOSED SANITARY SEWER MANHOLE - -- - PROPOSED SEWER MAIN - PROPOSED SANITARY SEWER STUB O PROPOSED STORM DRAIN MANHOLE ■ PROPOSED STORM CATCH BASIN — PROPOSED STORM MAIN — PROPOSED STORM STUB C) PROPOSED SIDEWALK roz Cr PROPOSED SHOULDER 456 - -- PROPOSED CONTOUR EXISTING CONTOUR EXISTING EDGE OF PAVEMENT Q EXISTING STORM MANHOLE D------D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE _ - - - -(1 EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN ;i EXISTING POWER POLE IKj EXISTING WATER GATE VALVE C1 EXISTING FIRE HYDRANT - EXISTING WATER MAIN REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM gefflkmllyrm 3 `V i CL C) in in U� W tt] W3 Z :p ��ro ZNU oe� Co 8115 WC� 0 Lj rn 0 V J ;II Z U C o I U ti C) roz Cr O 0 0 w In IE w w C1 i C� C1 U 3 `V i CL C) in in U� W tt] W3 Z :p ��ro ZNU oe� Co M WC� N N rn 0 V m Q CT 3 C o I U ti roz Cr O 2W J O CL r� Z C J Q CL DA TE 2 4 ' .�E "" •' R4 81758ASE NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. - - - H $OF2 STANDARD SPECIFICATIONS DESIGN DETAIL, WORKMANSHIP, AND MATERIALS SHALL BE IN ACCORDANCE WDH THE CURRENT EDITION OF ME -STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION", ME "APWA AMENDMENTS TO DIVISION ONE ", AND ME "STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION ", ALL WRITTEN AND PROMULGATED BY ME WASHINGTON STATE CHAPTER OF ME AMERICAN PUBLIC WORKS ASSOCIATION AND THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, EXCEPT WHERE THESE STANDARDS PROVIDE OMERMSE. ME FOLLOWING SPECIFICATIONS SHALL BE APPLICABLE WHEN PERTINENT, WHEN SPECIFICALLY CITED IN THE STANDARDS, OR WHEN REQUIRED BY A HIGHER FUNDING AUTHORITY. A. CONDITIONS AND STANDARDS AS SET FORM IN ME LATEST EDITION OF THE CITY OF YELM'S WATER SYSTEM PLAN. B. CONDITIONS AND STANDARDS AS SET FORM IN THE LATEST EDITION OF THE CITY OF 1'ELM'S COMPREHENSIVE SANITARY SEWER PLAN. C. CONDITIONS AND STANDARDS AS SET FORM IN THE LATEST EDITION OF ME CITY OF YELM'S COMPREHENSIVE PLAN. D. RULES AND REGULATIONS AS ADOPTED IN ME YELM MUNICIPAL CODE. E. CONDITIONS AND STANDARDS AS SET FORTH IN ME THURSTON COUNTY COORDINATED WATER SYSTEM PLAN, JANUARY 1986. F. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, LATEST EDITION. MORE COMMONLY KNOWN AS ME "AASHTO GREEN BOOK ". G. CRITERIA SET FORTH IN ME LOCAL AGENCY GUIDELINES AS AMENDED AND APPROVED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. H. CITY AND COUNTY DESIGN STANDARDS FOR ME CONSTRUCTION OF URBAN AND RURAL ARTERIAL AND COLLECTOR ROADS PROMULGATED Y THE HE CITY ENGINEERS ASSOCIATION OF WASHINGTON MAY 24 1989, I. CONDITIONS AND STANDARDS AS SET FORM IN THE WSDOT DESIGN MANUAL AS AMENDED AND APPROVED BY WSDOT. J U.S. DEPARTMENT OF TRANSPORTATION MANUAL ON UNIFORM TRAFFIC COP -PROL DEVICES (MUTCDI AS AMENDED AND APPROVED BY WASHINGTON STALE DEPARTMENT OF TRANSPORTATION. K. DOT CONSTRUCTION MANUAL AS AMENDED AND APPROVED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. L. RULES AND REGULATIONS OF ME STATE BOARD OF HEALTH REGARDING PUBLIC WATER SUPPLIES, AS PUBLISHED BY ME STATE DEPARTMENT OF HEALTH. M. CONDITIONS AND STANDARDS AS SET FORM IN ME STATE OF WASHINGTON DEPARTMENT OF ECOLOGY "CRITERIA FOR SEWAGE WORKS DESIGN MOST CURRENT EDITION. N. CONDITIONS AND STANDARDS AS SET FORTH BY THE STATE OF WASHINGTON, DEPARTMENT OF LABOR AND INDUSTRIES. 0. DESIGN CRITERIA OF FEDERAL AGENCIES INCLUDING DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT AND THE FEDERAL HOUSING ADMINISTRATION. P. OMER SPECIFICATIONS NOT LISTED ABOVE AS MAY APPLY WHEN REQUIRED BY ME CITY OF YELM PROPERTY LIFE NO. DATE Ill BY �AO:hed 1 -22 -14 COMPACT MARKING m 0 v ran ,{ WHFEL A \ STDRS ti �2�� 1C IA Cr PROPERTY LINE-- - - All �... FAINTFD HORSESHOE MARKING WHEEL -TOPS / F FE 1� iDC —lair I THE TY IPIE A PROPER IY� LIE INTLRNATIONAL PyMERL X76 OF ACT' S SINN > "�C 4 ABOVF GRAPE HALDICA1, MARK INK ~l w Ht LL STEPS o-.ro ME1AL OR PLASTIC TRAH T MARKING / K.HEFI 3`CI V � CITY OF YELP) D DEPT. OF PUBLIC WORKS d SIAI L MARKINGS P19 'r� 0 AND WHELL STOP LOCATIONS _- AwuovED � Dwa. xQ b u1r EnIGw¢e — DnrE 4 - '_74 6ES "" DwN coo- D rF JEe S n 12/2Y95 15 y_ EDGE ARGUED BACK RUE_ BROOM FN 11 �} �PIPnN ION / C, N NT ORE MARL �EXTIT, N JpuaT PLeI TER ED," -' S REOJ - -L cNRB B'. GIPIIII �. smewnuc yr NVTER RIRIV _ 5 LAIN (AS REO] RT UP `Try i�iY /.Ir✓ ^i ET, \Try ffiNGP, P, C! TI`1�G NOTES. I. C(PANSDN JOHI MATERIAL 70 RE 3 /8 TTIILK PREMOLDED JOINT ELLIPSE FULL THICKNESS OF CONCRETE. 2 FORM AND CUBGRADE INEPEQIJY REWIRED BEFORE Pounm On SETS CITY OF YELM d. SCOPE MARKS -nAll O /B' WIFE BY 4I /A DEEP_ FOR DEPT. CF PUBLIC WORK' SIDEWAIXS OVER B 4N AFRIN LCEIRTUOINAL SCORE - p�T (� p-(l [ AIMH HL BE MADE NFRC CENTER OF NAIL _ CLMELN I C'./I CRE IF a E TLANELO BLFT AL BE W^T'L D IN kDRB AND SIDEWALK I c TIEr AND SIGNALS T IC ISO IT AT AL wree RETURN E%PA16IT' J ANTS ' ALL BE PLACED IT - - Ev L AME LOCATORS AS THOSE IN DIRE ANN APPPO ORA DAG Ian. 1,11111 +LIEN CIDI.ILY 11 ADJ O FFT TO FLIP AND CIATTEE , BNHCP OTNUwnSE PIELCIBCD DY ENGINEER R PUBUC WHARF DISECTOR DATE 4— q 1 '[[ ox 1. cxD. DaTE JEC 5 -v 5 -0 10/3Y94 RI VER RUN APAHTME/VTS NE 114, SE 114, SEC .94, TWN.17 N., RNG. 1 E., W.M. /4 11 MRI _� =m- LED a-- - -1 - ""• '_cl npueu mrz DUMP NO WASTE PRANKIN ..a.rmmm T ti 11" it it slwre wnb DRAINS TO (STREAM, LAKE, RIVER, WETLANDS) NOTE: LETTERING IS TWO INCHES HIGH AND PROPORTIONAL IN WIDTH. F ti J oN ��oa CATCH BASIN STENCIL 7 e ^ mr p N.T.S. M. ..V:. ..� Art PY RIPS, 7 K t l I FF1 le, T utug vnrorcw j AAA Ann I- \�� w �� �i E': _ "` Ammij aAruJ "� t.�l A` 111-IF-l"AFEER 11 ��TRFRE4 M.___. 0• YLH L w b. ?• L eu.m 1 4, ma NO. DATE Ill BY �AO:hed 1 -22 -14 PER CITY MARK -UP I m 0 v ran ,{ s'IF aF.. Plain View 3 ti IF 1C IA Cr 12" O be plaatl ma pouv I R Intl rheel In no Iv(c)Inn pace IT SIR onoll1c.roolq IMndvMmd IoWinp by malnb,enm C9 mT atr L a p Um CARSON ASSOCIATES RUDED CONCRETE CURB DETAIL aAND AMN6 k Bniln'e'0' &M. EEX�T 04.04.01 N.T.S. aar. 4401 South 6 6TH S(reet Tacoma, Washington 98409 153 474 -3404 \MEMBRAHsr "T"Ooras W $ O O C) U mvw.xohv. Mnnhoha Frame ®fgvv pe1811 ME For lhm- lnl Areas Only Section A-A Aqua -Swirl Concentrator Model AS -2 CFD Standard Detail 0• YLH L w b. ?• L eu.m 1 4, ma NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. STANDARD NOTE: BNHFD a oanepms ror newmMV Opaam: sve"..' emEM T T m Insr Shale TOa sranalomm prase vim. FM.se,ae armmwnMe AgIM�AWH n.dnerbn nay F nSXnPW ear ttW.I VMnaYnbpon 12 314 F^xs] &ITZ— -mu Plae coupling by GUntraV,r. 12" long SLbout by Marmhomarer. L 2 " MIN . COMPACTED DEPTH CL "e" ASPHALT CONIC. PAVEMENT. 2 "MIN. COMPACTED DEPTH CRUSHED SURFACING (518" MINUS). 6 "CL. "B" BANKRUN GRAVEL MAY BE REQUIRED DEPENDING UPON SOIL CONDITIONS. UNYIELDING SUB -BASE STANDARD IMPERVIOUS ASPHALT PAVING SECTION N.T.S. Manhole Fmme and Ran elevations to rol finLNed CoverWManulamlrer. --32 "Op grace. HER risers inn be field (See Depl9 oct by Conbamr. SWH —4Z1-_I NO. DATE Ill BY �AO:hed 1 -22 -14 PER CITY MARK -UP I m 0 v ran ,{ s'IF aF.. Plain View 3 ti IF 1C IA Cr 12" O be plaatl ma pouv I R Intl rheel In no Iv(c)Inn pace IT o onoll1c.roolq IMndvMmd IoWinp by malnb,enm C9 mT atr L a NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. STANDARD NOTE: BNHFD a oanepms ror newmMV Opaam: sve"..' emEM T T m Insr Shale TOa sranalomm prase vim. FM.se,ae armmwnMe AgIM�AWH n.dnerbn nay F nSXnPW ear ttW.I VMnaYnbpon 12 314 F^xs] &ITZ— -mu Plae coupling by GUntraV,r. 12" long SLbout by Marmhomarer. L 2 " MIN . COMPACTED DEPTH CL "e" ASPHALT CONIC. PAVEMENT. 2 "MIN. COMPACTED DEPTH CRUSHED SURFACING (518" MINUS). 6 "CL. "B" BANKRUN GRAVEL MAY BE REQUIRED DEPENDING UPON SOIL CONDITIONS. UNYIELDING SUB -BASE STANDARD IMPERVIOUS ASPHALT PAVING SECTION N.T.S. Manhole Fmme and Ran elevations to rol finLNed CoverWManulamlrer. --32 "Op grace. HER risers inn be field (See Depl9 oct by Conbamr. SWH —4Z1-_I NO. DATE ( 'i BY �AO:hed 1 -22 -14 PER CITY MARK -UP I m 0 v Raines Plain View 3 ti � 1C IA Cr 12" O be plaatl ma pouv I R Intl rheel In no Iv(c)Inn pace YA o onoll1c.roolq IMndvMmd IoWinp by malnb,enm C9 W veh�tlec p Um CARSON ASSOCIATES RUDED CONCRETE CURB DETAIL aAND AMN6 k Bniln'e'0' &M. EEX�T 04.04.01 N.T.S. CARSON No 112 4401 South 6 6TH S(reet Tacoma, Washington 98409 153 474 -3404 \MEMBRAHsr "T"Ooras W $ O O C) U mvw.xohv. Mnnhoha Frame ®fgvv pe1811 ME For lhm- lnl Areas Only Section A-A Aqua -Swirl Concentrator Model AS -2 CFD Standard Detail HOUSE INFILTRATION TRENCH NOTES: 1. ALL STORMWATER RUNOFF FROM ROOF AND DRIVEWAY SHALL BE COLLECTED AND TIGHTUNED TO THE INFILTRATION TRENCH. 2. TRENCHES SHALL BE INSTALLED ONLY IN UNDISTURBED GROUND WHICH HAS NOT BEEN FILLED OR EXCAVATED. 3. TRENCHES SHALL BE PLACED TO RUN PARALLEL WITH NATURAL CONTOURS OF THE LAND. TYPICAL BUILDING INFILTRATION TRENCH. INSTALL 6'W X 4'D X 201 INFILTRATION WASFIED ROC/( SPECJFlCAT/ONS TRENCH W 16" PERE PIPE 0 S = 0.09, ANU 7 ED PASSING 6" SIEVE FILLED WITH WASHED ROCK. SEE DETAIL STEVE -100% PASSING 4" BELOW TO BE INSTALLED AT TIME OF 80 0 -10% PASSING 4" SIEVE IBUILDING CONSTRUCTION. 0 -2% PASSING 1" SIEVE ZD. (TYP. F, I-CLEANOUT 0- 1% PASSING #200 SIEVE j BUILDING INSTALL TEMPORARY M1IRAFI SILT FENCE 6" A.D.S. DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. 0.5' MIN. _ 6' GROUND PROFILE \ / GUTTER DEBRIS "bINIgIE]IF "b'I- -.'�11 SCREEN 8" 0 PERE. PIPE a 5 =0.0% 4 WRAP ENTIRE TRENCH WITH BUILDING FILTER FABRIC (GEOTEX 801 7.67' OR APPROVED EQUAL). DOWNSPOUT WASHED ROCK SECTION D MI "— 20' T 2l I 4' J GROUND PROFILE 8" 0 PERFORATED 6" PIPE c -_ CLEANED PIPE 0 S =0.09> SEDIMENT CONTROL STRUCTURE SEE DETAIL THIS SHEET. (OPTIONAL) WASHED ROCK NOTE: TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED. LA R, s I TRENCH FOR APARTMENT BUILDINGS land baMwmM k ILoU.'.•w dlo 07.29.03 1- N.T.S. t\.N\InO B. \s4odc III CONCRETE SIDEWALK DETAIL B. Mon, IARBON NO. 115 04.04.01 N.T.S. STANDARD 109 n1s rove „�, /u.nnrs NO. 240 0.5' APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: MINIIAN 025 (LIKE B L4P . I,c.MPA D0 DEPTH) On 1TIDD 'INS OOa .11,LFVEl 1ATE1 APPLIERA IN MAYIMIIM D I / LIFTS 067' ,RAVEL BASE -:T _ COMPACTED TO 999 OP 3:. MA aIAUM O _ p p' PER. 2 -oe.3p KD uRF ASPnALT AxauFMw. ^Rl15HEp CAERE'," clmc FIENICLE OUPSE PAVEMLIJT — TRENCH BA(KFILL COMPACTED PER Z AT V N)r METHOD R MINIMUM U 75' CEMENT RATIO PVMT. OR MATCH L4BTING PLUS COB. WHICHEVER IS GREATER 0,67D GRAAT EASE °r COMP.AETED Tc Jsx `u��CVarl6v ONES 1. ALL A TE ALS WOnHMANSIIIP, AGE, IN$ ALl Ailgv SHALL BE IN CONE RIAANCE WDI DIE STANDANP EEKIFIC TInN FOR REAL, SHELF AND M INICIRAI CON5TRUCT.g A J As MENDED 21 ACT OF TELLS 5TAmDARDE. I SOYFFUCnaI d01NT. TRBNpI DACKFILL CaAPACIED PER 2- 03.3(14;0 MPTVIOD C TR,Pk—H —L 4L� EMEI JT nE TLF ETE_)rI SET "IL PCPOVEC -. nvE IaM. PUBTLA WORKS DIRECTION TALE T 10 ovM. END DATE - L lU /d /114 HOUSE INFILTRATION TRENCH NOTES: I. ALL STORMWATER RUNOFF FROM ROOF AND DRIVEWAY SHALL BE COLLECTED AND TIGHTLINED TO THE INFILTRATION TRENCH, 2. TRENCHES SHALL BE INSTALLED ONLY IN UNDISTURBED GROUND WHICH HAS NOT BEEN FILLED OR EXCAVATED. J. TRENCHES SHALL BE PLACED TO RUN PARALLEL WITH NATURAL CONTOURS OF THE LAND. TYPICAL BUILDING INFILTRATION TRENCH. INSTALL 3'W X 3'D X 201 DISPERSAL TRENCH W /6" PERE PIPE 0 S = 0.0% AND FILLED WITH WASHED ROCK. SEE DETAIL WASHED ROCK SPEGInC4710NS BELOW TYPICAL ALL LOTS. TO BE 100% PASSING 6" SIEVE INSTALLED A7 TTME OF BUILDING 80 -1007 PASSING 4" SIEVE 'I CONSTRUCTION. (SIZED FOR 2500 S.F.) 0 -10% PASSING 1.5" SIEVE D.S. (TYP.) CLEANOUT 0 -2% PASSING 1" SIEVE J T 0 -1% PASSING #200 SIEVE /. 3. GROUND PROFILE 1 CLEANOUT (OPTIONAL) HOME INSTALL TEMPORARY MIRAFI SILT FENCE A.D.S. DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. GROUND PROFILE 0 GUTTER DEBRIS SCREEN WWASHED 0 PERE PIPE 5 =0.09. WRAP ENTIRE TRENCH WITH FILTER FABRIC (GEOTEX 801 BUILDING OR APPROVED EQUAL). DOWNSPOUT d��� ROCK SECTIy1V 10' MIN. I 20' 4 F C J L 73 6" 0 PERFORATED PIPE a S =0.09, kSEDiME'NpT`CONHROL STRUCTURE SEE DETAIL THIS SHEET. SHED ROCK NOTE: TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED. N TYPICAL INFILTRATION HFOR A PARKING GARAGE Bmsm wTe R� CARSON 09 muI 07.29.03 N.T.S. STANDARD NO. 240 P: \AUM"\r.ARcN\hV EMANBM Xd REWSION BLOCK NO. DATE 9„ BY 2 " 511 I Z,r 1 -22 -14 PER CITY MARK -UP I m 0 v W CID N 3 ti � 1C IA Cr O O .J I R YA o C9 W FE) p CARSON ASSOCIATES RUDED CONCRETE CURB DETAIL aAND AMN6 k Bniln'e'0' &M. EEX�T 04.04.01 N.T.S. CARSON No 112 4401 South 6 6TH S(reet Tacoma, Washington 98409 153 474 -3404 \MEMBRAHsr "T"Ooras NO. 240 0.5' APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: MINIIAN 025 (LIKE B L4P . I,c.MPA D0 DEPTH) On 1TIDD 'INS OOa .11,LFVEl 1ATE1 APPLIERA IN MAYIMIIM D I / LIFTS 067' ,RAVEL BASE -:T _ COMPACTED TO 999 OP 3:. MA aIAUM O _ p p' PER. 2 -oe.3p KD uRF ASPnALT AxauFMw. ^Rl15HEp CAERE'," clmc FIENICLE OUPSE PAVEMLIJT — TRENCH BA(KFILL COMPACTED PER Z AT V N)r METHOD R MINIMUM U 75' CEMENT RATIO PVMT. OR MATCH L4BTING PLUS COB. WHICHEVER IS GREATER 0,67D GRAAT EASE °r COMP.AETED Tc Jsx `u��CVarl6v ONES 1. ALL A TE ALS WOnHMANSIIIP, AGE, IN$ ALl Ailgv SHALL BE IN CONE RIAANCE WDI DIE STANDANP EEKIFIC TInN FOR REAL, SHELF AND M INICIRAI CON5TRUCT.g A J As MENDED 21 ACT OF TELLS 5TAmDARDE. I SOYFFUCnaI d01NT. TRBNpI DACKFILL CaAPACIED PER 2- 03.3(14;0 MPTVIOD C TR,Pk—H —L 4L� EMEI JT nE TLF ETE_)rI SET "IL PCPOVEC -. nvE IaM. PUBTLA WORKS DIRECTION TALE T 10 ovM. END DATE - L lU /d /114 HOUSE INFILTRATION TRENCH NOTES: I. ALL STORMWATER RUNOFF FROM ROOF AND DRIVEWAY SHALL BE COLLECTED AND TIGHTLINED TO THE INFILTRATION TRENCH, 2. TRENCHES SHALL BE INSTALLED ONLY IN UNDISTURBED GROUND WHICH HAS NOT BEEN FILLED OR EXCAVATED. J. TRENCHES SHALL BE PLACED TO RUN PARALLEL WITH NATURAL CONTOURS OF THE LAND. TYPICAL BUILDING INFILTRATION TRENCH. INSTALL 3'W X 3'D X 201 DISPERSAL TRENCH W /6" PERE PIPE 0 S = 0.0% AND FILLED WITH WASHED ROCK. SEE DETAIL WASHED ROCK SPEGInC4710NS BELOW TYPICAL ALL LOTS. TO BE 100% PASSING 6" SIEVE INSTALLED A7 TTME OF BUILDING 80 -1007 PASSING 4" SIEVE 'I CONSTRUCTION. (SIZED FOR 2500 S.F.) 0 -10% PASSING 1.5" SIEVE D.S. (TYP.) CLEANOUT 0 -2% PASSING 1" SIEVE J T 0 -1% PASSING #200 SIEVE /. 3. GROUND PROFILE 1 CLEANOUT (OPTIONAL) HOME INSTALL TEMPORARY MIRAFI SILT FENCE A.D.S. DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. GROUND PROFILE 0 GUTTER DEBRIS SCREEN WWASHED 0 PERE PIPE 5 =0.09. WRAP ENTIRE TRENCH WITH FILTER FABRIC (GEOTEX 801 BUILDING OR APPROVED EQUAL). DOWNSPOUT d��� ROCK SECTIy1V 10' MIN. I 20' 4 F C J L 73 6" 0 PERFORATED PIPE a S =0.09, kSEDiME'NpT`CONHROL STRUCTURE SEE DETAIL THIS SHEET. SHED ROCK NOTE: TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED. N TYPICAL INFILTRATION HFOR A PARKING GARAGE Bmsm wTe R� CARSON 09 muI 07.29.03 N.T.S. STANDARD NO. 240 P: \AUM"\r.ARcN\hV EMANBM Xd REWSION BLOCK NO. DATE DESCRIP77ON BY 1 1 -22 -14 PER CITY MARK -UP GJM m 0 v W CID N 3 ti � 1C O U Q Cr O O .J I YA II 9115 II N Z >_ a DO D � U PIK Q 00 ED W � O � OF Q O N OMA� VJ � DATE J D V U Z Z m 0 v W CID N 3 ti � 1C O U Q Cr O O .J I YA o C9 W FE) p p W W $ O O C) U N Z >_ a DO D � U PIK Q 00 ED W � O � OF Q O N OMA� VJ � DATE 2-7-14 ^M V Q N m 0 v W CID Q C�8 3 � 1C O U Q O .J YA o Z O Q LIL .' ,' IU ` Q U CL (n (O VV cJ vl W DATE 2-7-14 RS1 DRAWING N( 8115BASE HEFT 2OF2 ^Z_ _ 4' WALK S29PE TO DRAIN 3 %LNAX (MAINTAIN TOP OF PATH ABOVE ADJ. FINISH GRADE. 1/4" MINUS C:RUSHLC ROCK 11 -ll1 1 I;' `FINISH GRADE —I WOVEN 1,EOTEXTILE OR SPR,A WITH SDI; - RESIDUAL HERBICIDE COMPACT SUBGRADE MR_SNLD ROCK PATH SFCTION NOT 10 SCALE NOTES: 'I- ALL MATERIALS, WORKMANSHIP, AND INSTALL — APON SHALT BE IN CONFORMANCE AT rH THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL WNSTRIJCYON AS AMENDED BY CITY OF }ELM STANDARIiS. PEDESTRIAN PATH SECTI01`d APPROVED E1tVG, Np .,._._— q PUBLIC WORKS DIRECT OR PATE - 1 DES. OWN, CKU. pd, E -c 3 '2/98 _.. �.� I. CAD it �! .a �i PA. NOlt3 1. 6' H,GH CHAIN LINK FEMCE TO BE Cp.9RBQE0 NEAU,SNi.EO 9 GMI CORE '111E ANN 2' SH Ore WALLS MAY BE CONSTRUCTED OF Clarnl L BI OR II e. PRUfBE LASTERC AND RRnCM1L LIY,MING 'FACES AT FREE ENDS NF ASIDE 3 HANDS MII T SANG OPEN AT LEAST 90 OEGRELS 1A. EIFFEL POSITION. i BOORS MUST SMOG FREELY APIA BE ABLE TO BE LO2KED IA OPMJ POSITION. 5. PROVIDE A MINIMUM OF W FEET 'S'TFAIGHT -ITV" APP DA H TO FRONT OF ENCLOSURE B- ART, IAJ T B FREE OF 04ERYA0 OOSTAIC5, AI AS DEALS IJNES FILCHING OVERHANGS. ETC Z CONTAINERS COST BE PLACED ON A HARD LEVEL SUFI ACf EHTFN AS1111 T OR CON121E. 3. CONTAINERS MUST BE DVERED, 9. FUJI POST TO BE AFT IN CONCRFF TO A DEPTH OF 3G 9ELOP FINISHED GROUND LEVEL 10. CC NICE PALTITG DISPOSAL FOR APPROPRPTE SIZE OF THE COINAINERS. 0 ALL SHRUB TREES TO BF THUJA OCCIDENTALIB PYRAMIDAL ( PTRAMIDAL EASTERN ARBORVITAE) OR EQUAL. TREES MUST BE A MINIMUM DE 3 TO 5 FEE IN HEIGHT AT TIME OF PLANTING AND SHOULD OF SPACED 2 TO 2.5 FEET APART FROM EACH OTHER. OF REFUSE CONTAINER STORAGE AREAS APPROVED pwG Iro. BUILDING OFFICIAL DATL R -I DES. CAN DA IT /9 NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. A / VER HU/V APARTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. P r. rNe 11 I¢mn.x¢.e wneh Pm.arnwo¢Hra In meelreaaxmnm xCE, CMmC.E FA CH WRis z. Ca�R any, bubo yWlMplemaxlVlm un wqk orN. aufYaM Re COxrp.WY ww*.G. -sEE NOTE k,aee Mpwnb McCmMa Rµ. a cope a. WMm•CflAOE BREMA• b Need He On NO bneln al 1MBma deaR RECONSFEENSURS MMen IMMO.Epunleuaece NO LalMnM. E4�M DWY SEE AMT�.crp..ws om - SEENOND ID Ax DwA - @ a.:�IIrAnim m.B°ulnr<Xnn ea..r..a..:mvw.w Dmer.pww.n.l. 0 E--r r D rtOnE exr WEI WIMmN 21T 6nOR9. AsEE o.R wr q s. ING, ;CNanubetfl'A II-II% MGUlbr ena g NO B b I_li. SSxe BYUanE Nan FiO.tO lw pnxnlaZ=Tdewtl u'GRAMPORDT.A Mlne0/¢tlENTHEM, HUMANS T MaNdreann' u2nw rr 'apes nDlR 1W pe E � dNm amOL lcpm.Oa cpna.pR...Ptl.¢ph ENTEME, FUND, de D sEEtuba spaw.Ik.pe me PaeWWi Chow, Mbed, In EFLUTER B IDemm de., mumum Manl"q bPo"... an, roP ahe 1pe rtmp Fam, e cmal5fee�mep lM sEExO1E6 =apta- 4NIC&ixEem cLOWpecwr.' clMBwav v,,ea," ylOT DEAN MEW ChAd NEW _===41=41 M resew OmmmMRn, B. Na r TYPE SIXEIE OAECIIGXA ME8NONE OPECipNB pWrWnCUM me pepnXlea XIM ,0. oum R.nro ebmEYMng mE ON and «evemnls�n QaNPenp EL.mba ena m.ewBE. np M1MI bnHm. OA SI_ r x E O R. p LEGEND GERFACH B MEE,w Exp p.ErvErxMEex m E ME cR. w uDUW � GDOETAHeRDPUx.ma Gund. € O I cAR.w SECTOR A SECTION NnESmw.c EPREAELCUR U14 SINGLE DIRECTION uOER eE.NOTEe CURB RAMP ISOMETRIC NEW ARV an.ET OF vluT ME B N1] EATON. E pNECIpN A p ISOMETRIC MEW d4 DETAIL (D) 1 ME SINGE£ DIRECRONB "J PAYUMR a \ LMAIIITA114 TOP OF PATH ABOVE ADJ. FINISH rX ga,uDgW, I INA oMUNAHa.,EN GRADE C� 4 WALK Ys CLASS GASPHAIT CONCRETE TTE PAIYMZOL A B SLOPE TO TO GRATIN DR SEE 9TnMDUODwF /— FINISH GRADE n AN TRUNCATED DOME DETAILS cuR.wxpwrTER m r 71 S 2 I L IJ� - I I Imo_ K' ONUS WOVEN GET UOIL E ,PRAY WITH COIL -III -- OR —'—' TOP COURSE — COMPACT SUBGRADE RESIDL AI_ HERBICIDE 1F.H.1Ee x TEP lannee k" "I CINe CU2RRmp w"n enypenal Ne L.R PS, CARe R.,pp / AL SPH T PATH S1 FTION BEECIAHDAno`iui PLOT TO SCALE MA4 Sr the CmXacl Be nv mr Ne minµ n calba. a' q e Se. SYnaarn Pb ^Z_ _ 4' WALK S29PE TO DRAIN 3 %LNAX (MAINTAIN TOP OF PATH ABOVE ADJ. FINISH GRADE. 1/4" MINUS C:RUSHLC ROCK 11 -ll1 1 I;' `FINISH GRADE —I WOVEN 1,EOTEXTILE OR SPR,A WITH SDI; - RESIDUAL HERBICIDE COMPACT SUBGRADE MR_SNLD ROCK PATH SFCTION NOT 10 SCALE NOTES: 'I- ALL MATERIALS, WORKMANSHIP, AND INSTALL — APON SHALT BE IN CONFORMANCE AT rH THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL WNSTRIJCYON AS AMENDED BY CITY OF }ELM STANDARIiS. PEDESTRIAN PATH SECTI01`d APPROVED E1tVG, Np .,._._— q PUBLIC WORKS DIRECT OR PATE - 1 DES. OWN, CKU. pd, E -c 3 '2/98 _.. �.� I. CAD it �! .a �i PA. NOlt3 1. 6' H,GH CHAIN LINK FEMCE TO BE Cp.9RBQE0 NEAU,SNi.EO 9 GMI CORE '111E ANN 2' SH Ore WALLS MAY BE CONSTRUCTED OF Clarnl L BI OR II e. PRUfBE LASTERC AND RRnCM1L LIY,MING 'FACES AT FREE ENDS NF ASIDE 3 HANDS MII T SANG OPEN AT LEAST 90 OEGRELS 1A. EIFFEL POSITION. i BOORS MUST SMOG FREELY APIA BE ABLE TO BE LO2KED IA OPMJ POSITION. 5. PROVIDE A MINIMUM OF W FEET 'S'TFAIGHT -ITV" APP DA H TO FRONT OF ENCLOSURE B- ART, IAJ T B FREE OF 04ERYA0 OOSTAIC5, AI AS DEALS IJNES FILCHING OVERHANGS. ETC Z CONTAINERS COST BE PLACED ON A HARD LEVEL SUFI ACf EHTFN AS1111 T OR CON121E. 3. CONTAINERS MUST BE DVERED, 9. FUJI POST TO BE AFT IN CONCRFF TO A DEPTH OF 3G 9ELOP FINISHED GROUND LEVEL 10. CC NICE PALTITG DISPOSAL FOR APPROPRPTE SIZE OF THE COINAINERS. 0 ALL SHRUB TREES TO BF THUJA OCCIDENTALIB PYRAMIDAL ( PTRAMIDAL EASTERN ARBORVITAE) OR EQUAL. TREES MUST BE A MINIMUM DE 3 TO 5 FEE IN HEIGHT AT TIME OF PLANTING AND SHOULD OF SPACED 2 TO 2.5 FEET APART FROM EACH OTHER. OF REFUSE CONTAINER STORAGE AREAS APPROVED pwG Iro. BUILDING OFFICIAL DATL R -I DES. CAN DA IT /9 NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. A / VER HU/V APARTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. P r. rNe 11 I¢mn.x¢.e wneh Pm.arnwo¢Hra In meelreaaxmnm xCE, CMmC.E FA CH WRis z. Ca�R any, bubo yWlMplemaxlVlm un wqk orN. aufYaM Re COxrp.WY ww*.G. -sEE NOTE k,aee Mpwnb McCmMa Rµ. a cope a. WMm•CflAOE BREMA• b Need He On NO bneln al 1MBma deaR RECONSFEENSURS MMen IMMO.Epunleuaece NO LalMnM. E4�M DWY SEE AMT�.crp..ws om - SEENOND ID Ax DwA - @ a.:�IIrAnim m.B°ulnr<Xnn ea..r..a..:mvw.w Dmer.pww.n.l. 0 E--r r D rtOnE exr WEI WIMmN 21T 6nOR9. AsEE o.R wr q s. ING, ;CNanubetfl'A II-II% MGUlbr ena g NO B b I_li. SSxe BYUanE Nan FiO.tO lw pnxnlaZ=Tdewtl u'GRAMPORDT.A Mlne0/¢tlENTHEM, HUMANS T MaNdreann' u2nw rr 'apes nDlR 1W pe E � dNm amOL lcpm.Oa cpna.pR...Ptl.¢ph ENTEME, FUND, de D sEEtuba spaw.Ik.pe me PaeWWi Chow, Mbed, In EFLUTER B IDemm de., mumum Manl"q bPo"... an, roP ahe 1pe rtmp Fam, e cmal5fee�mep lM sEExO1E6 =apta- 4NIC&ixEem cLOWpecwr.' clMBwav v,,ea," ylOT DEAN MEW ChAd NEW _===41=41 M resew OmmmMRn, B. Na r TYPE SIXEIE OAECIIGXA ME8NONE OPECipNB pWrWnCUM me pepnXlea XIM ,0. oum R.nro ebmEYMng mE ON and «evemnls�n QaNPenp EL.mba ena m.ewBE. np M1MI bnHm. OA SI_ r x E O R. p LEGEND GERFACH B MEE,w Exp p.ErvErxMEex m E ME cR. w uDUW � GDOETAHeRDPUx.ma Gund. € O I cAR.w SECTOR A SECTION NnESmw.c EPREAELCUR U14 SINGLE DIRECTION uOER eE.NOTEe CURB RAMP ISOMETRIC NEW ARV an.ET OF vluT ME B N1] EATON. 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Cu2flN I mp mrµtll meMd aunmvM]wµwpF wuwl �ry I�Ibn Mtll M phgd n,NN IM wbm al Ne rNayb] F.aeB9XCwn NIM Card inns. y z. a q�elnD GR�pDxE EV('bxenl�aull�dwxsNtl Ma11.M Bab 3. aml dam GnWB6 JunNm STAR. ANCHOR Caren, Dt pine'epiW, D--AA fmhe of Ne am A., her aa ON, pea at Te ENNUrIpa B. SeN L"W"UR....Maamdrbn Fpeolga. Sr SRnmrd Nan id0.13MLa. Cumend CUXw,Rpn¢¢ad CU2WW EAG ,end Pedrppn am EemM. s land, RndsMNM DRAM, br CNn.n CmaeMSpnw.k BeIRM See aROe^J Rna mr wbin aIM dacanmt or apm'ea. S. r adp IMm•cvllwlL runal.b apRenyT •otta a.ImrLAe Lugo nn EE., Ad G0., =.uTEend Gulls.Pelµh4 T' The Can, =mWenenum Hae", ReARGE ena "Cat, Mremp bpin bee a15be1In xwM Mamydreskgn YMagn14N� Mn mntuXn, IF Ad Of Mewl mm. r WMN In 1Slminei'. kn,M,iM RmY9 RV. p NaYbeF NPe¢brUb. IT Cum gamy Le AT Flo Mel Iwrve dmm hnlN. w SlanNn BpB.IBOR AT Nu S PMUaYn am YX Xbd XIMBmund suaemetlM paW Uf Me CUm RtalNb MdnBmnM M Maune e4aelbn en Sp GUy Tem,.Me m�e.Ua Area MI AN He mammal 10 ieMa. PAYUMR MAY NOTES 9 T TM Dela . AD, in $pass GWS)mHU.N.A. MnJIWIn DI. prod MADING wen mmP (SAM AN. O�Nlrl Or III— SITE xprer dm.cr z. T.."ADM w.mme spnpa Mal MpYma al FEW pxckmuiN. and .Oev RAGES .. Net bbx Ne=e 510 3. The rant. NET OUnulm apme'A -- AN IS ea In be 11,tb ,NO Ne Triws Breen break el the bq N an, Dp Mlx- ME a. TM rows pllnrceWawno snellMelpreamMpenWbtlre .xETHEM xn dSWADnaeerl. sEECOx A. n dEfdd WN SNnlgaca 1NWFSR.snores- Iw,ah.....bn, VIe Ce- W.mma N.aa[. sn.IlMPhua.I nl.pewnxnl.bde. B. S«smMna RWNFAMRwRRendummnpeek. M_ I'D... phrqullM.IXe -M' al Vw Cel.chny Wem.B3aaa e l IMe1N. WXana MerenpeM wMh Ne reB.NL akl.lomm xcRF1E EwN Ins All. x TEP lannee k" "I CINe CU2RRmp w"n enypenal Ne L.R PS, RGUHDABOUTBPRRER Sux1 PAIRMENT MEET PEDESTRIAN RAILROAD CROSSING PUCEMENT GUIDELINES SNARED -USE PAN CONNECTION 1 M'ReFp. Cu2flN I mp mrµtll meMd aunmvM]wµwpF wuwl �ry I�Ibn Mtll M phgd n,NN IM wbm al Ne rNayb] F.aeB9XCwn NIM Card inns. y z. a q�elnD GR�pDxE EV('bxenl�aull�dwxsNtl Ma11.M Bab 3. aml dam GnWB6 JunNm STAR. ANCHOR Caren, Dt pine'epiW, D--AA fmhe of Ne am A., her aa ON, pea at Te ENNUrIpa B. SeN L"W"UR....Maamdrbn Fpeolga. Sr SRnmrd Nan id0.13MLa. Cumend CUXw,Rpn¢¢ad CU2WW EAG ,end Pedrppn am EemM. s land, RndsMNM DRAM, br CNn.n CmaeMSpnw.k BeIRM See aROe^J Rna mr wbin aIM dacanmt or apm'ea. S. r adp IMm•cvllwlL runal.b apRenyT •otta a.ImrLAe Lugo nn EE., Ad G0., =.uTEend Gulls.Pelµh4 T' The Can, =mWenenum Hae", ReARGE ena "Cat, Mremp bpin bee a15be1In xwM Mamydreskgn YMagn14N� Mn mntuXn, IF Ad Of Mewl mm. r WMN In 1Slminei'. kn,M,iM RmY9 RV. p NaYbeF NPe¢brUb. IT Cum gamy Le AT Flo Mel Iwrve dmm hnlN. w SlanNn BpB.IBOR AT Nu S PMUaYn am YX Xbd XIMBmund suaemetlM paW Uf Me CUm RtalNb MdnBmnM M Maune e4aelbn en Sp GUy Tem,.Me m�e.Ua Area MI AN He mammal 10 ieMa. DETECTABLE WARNING SURFACE SHEET 1 OF 1 STREET os /2T, APPROVED FOR CONSTRUCTION BY: DATE: Director of PuLtic Works APPROVAL q MAY NO 9 OUR e R.A. Vnpm- 9EECCwsWCi ANNE red, mreiT LE O 5 III— SITE xprer dm.cr sEExOrt. .Oev RAGES eLarc w.Irxm OwEClxx. 510 FREAM (DANISH x4� Triws Aub:gRxOlncRibn mNV�Bleewgpuo/Neetl4src�leyN Ikare¢¢hawn In In Comm.".. e ..ux, RmE RREU 1, WMn•GDl9E RFBAN'IS Upea aul, MeenasR bn nWNegmae sEECOx TeOxeR DreeR Glu'een lMM."WERNIOD . ,ear enhe A add, M_ SEE NOR l SGB n.6pma GleWgs, JUneapn 3Der,gcmµarm,oroberePoUne- xcRF1E EwN R x TEP lannee k" "I CINe CU2RRmp w"n enypenal Ne L.R PS, CARe R.,pp uxowp ACR.XAIa cEE.MANAN DNMµi F.=,a BEECIAHDAno`iui '�nc MA4 Sr the CmXacl Be nv mr Ne minµ n calba. a' q e Se. SYnaarn Pb a c uR. pgxp sapE SECTQ`I O F -101i MC 2 LU2.nn GUXer, Oe AAN Xbn CUp EemTO Prpssen CUtn eon GUXer end SECTION O eTnxO .ppTp,ax C.R. "B mlivRl sEENCTEF 0 INIMENT AM Seahad NeRFgO tO AD CerrnlA -'.'. SlN.N. N FOOD. 5' /F CRe➢EeR qE•R R R^R^LLELa ..v uln -sEex SeNCmXeq RON rNAmendlxe® n IapeweN. uclyRp= 9E r ry O rmRAytsm W RADIUS DETAILxOp ABDUL` q pnE R"EwE'xD R%M!x' U TMSNIIem'CNmea Cancrem EADD pTye 'naesn."CeNde S. I.N Cum, Cup eM GUXnL Opmµ�a3en0 Rnvusm sEExO - PARALLEL CURB RAMP OWNER; EENOTE CURB RAMP .'ea ar mecxm R.mp m...nnm mmmg empty an.X m1 M ISOMETRIC NEW "I _ ISOMETRIC MEW DETECTABLE WARNING SURFACE SHEET 1 OF 1 STREET os /2T, APPROVED FOR CONSTRUCTION BY: DATE: Director of PuLtic Works APPROVAL ALTO -Ed ax GRIND FUR aEE q ). me. ®Mores evpy propp me pI txwnan`N."DI 6. BRNp rya VMen N�pR'gMe 1St b�pM, Md,rvnnd, NO 9 OUR e R.A. Vnpm- 9EECCwsWCi ANNE ' eAN -1-h - SEE 5 E rp mpLRiwF` c o NOTE. R� lOm -SEE CAN 1 2 AN Nell ReB kmEtl M, FREAM (DANISH x4� Triws Aub:gRxOlncRibn mNV�Bleewgpuo/Neetl4src�leyN Ikare¢¢hawn In In Comm.".. e ..ux, RmE RREU 1, WMn•GDl9E RFBAN'IS Upea aul, MeenasR bn nWNegmae sEECOx TeOxeR DreeR Glu'een lMM."WERNIOD . ,ear enhe A add, M_ SEE NOR SGB n.6pma GleWgs, JUneapn 3Der,gcmµarm,oroberePoUne- xcRF1E EwN R O _ BEEnµD.wOrLw FU lannee k" "I CINe CU2RRmp w"n enypenal Ne L.R PS, OTTHH my lrO ISTOD.1 -ST F fA 1F 5 EtutE(rvPIS '�nc MA4 Sr the CmXacl Be nv mr Ne minµ n calba. a' q e Se. SYnaarn Pb Ex. c uR. pgxp sapE T F -101i MC 2 LU2.nn GUXer, Oe AAN Xbn CUp EemTO Prpssen CUtn eon GUXer end np eTnxO .ppTp,ax C.R. "B mlivRl sEENCTEF 0 OEM ITCON AM Seahad NeRFgO tO AD CerrnlA -'.'. SlN.N. N FOOD. 5' /F CRe➢EeR qE•R R SeNCmXeq RON rNAmendlxe® n IapeweN. 9E r ry O rmRAytsm W RADIUS DETAILxOp oHxCCA R%M!x' U TMSNIIem'CNmea Cancrem EADD pTye 'naesn."CeNde S. I.N Cum, Cup eM GUXnL Opmµ�a3en0 Rnvusm sEExO - PIANO Tnc GUXer, areha OWNER; EENOTE CURB RAMP .'ea ar mecxm R.mp m...nnm mmmg empty an.X m1 M ALTO -Ed ax GRIND FUR aEE xOTE. D BB ). me. ®Mores evpy propp me pI txwnan`N."DI 6. BRNp rya VMen N�pR'gMe 1St b�pM, Md,rvnnd, MEDEBuBy FaCEOFCUxe bu.1N CutX Be mpxnell Be bMelµ W, ' eAN -1-h - SEE xpuDM1R. FJ6,. cum peenpManama aM FNre¢ FINE ..He A-. omen. Sr ShNard rp mpLRiwF` c o NOTE. R� MERESS ETCH.AxDAAmR R - EpecMa.JOme-0a U Z C �� LEGEND sLO.c xE XExomEap PION MEW ME PERPENDICULAR A PLAN NEW � ME PERPENDICULAR B O _ BEEnµD.wOrLw FU IsxvxxwlmxuneExl � "E° aEE xD SEE .TAxD,RpNLA„F,aR aiECpx,RMYAAHR xa.I �� Y'+3y .T.xD,MAM,w F,H, MAN s� FOO N Re aAxAMTTER vas Rmawgv sEENCTEF EwDIxO teens R.w OEM ITCON U 3 xOTEF CRRO CURB ORLAWARD^xBDIBUIaaa RADIUS DETAILxOp U Rnvusm sEExO - PERPENDICULAR CURB RAMP ISEMENT' MEW ISCASERIC MEW 020113 MEpEFUNDS CVLFq APAYIIMR rypE PEgpEN01CVlARVPpY WIp REVISION BLOCK NO. DATE DESCRIP71ON BY 1 1 -22 -14 PER CITY MARK -UP GJM U Z � O z � I1� RS2 II 8115 II BE 3 z LET a OC oC, U2 00 EDED EO J W O ED FEE > T OEEO c3- co O V, � W`� M r I v QA, N O 'lJ m aC OF v C U Z N O z O ct QV Lli CL ot Ld Q DATE 2 -7 -14 DRAWING NO 8115BASE SHEETIQOFZI O N � II U Z � O z � w � W U 3 U O TO U BE 3 z LET a OC oC, U2 00 EDED EO J W O ED FEE > T OEEO c3- co O V, � W`� M r I v QA, N O 'lJ m aC OF v C U Z N O z O ct QV Lli CL ot Ld Q DATE 2 -7 -14 DRAWING NO 8115BASE SHEETIQOFZI CONSTRUCTION NOTES iD 9' X 20' PARKING STALL (TYPICAL). 0 9' x 20' BARRIER FREE PARKING STALL (2) TOTAL SHALL NOT SLOPE MORE THAN 1 IN 50. ALL BARRIER FREE STALLS WILL BE IDENTIFIED BY A SIGN AT THE HEAD OF THE PARKING SPACE, 60 INCHES MIN. ABOVE GRADE TO BOTTOM OF SIGN. VAN STALL WILL ALSO STATE "VAN" PER ANSI A117 -1 CHAPTER 502.6 & IBC SECTION 1101.2.4. 0 10' X 20' PARKING GARAGE STALL (TYPICAL). 40 CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER PLANS. SEE DETAIL ON SHEET RSI. 0 CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH LANDING (® 8.3% MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RS1. © CONTRACTOR TO CONSTRUCT 20'L X 3'D X 3'W INFILTRATION TRENCH W/ 5" ADS(N -12) PERE PIPE 0 0.00% FOR PROPOSED PARKING GARAGE STRUCTURE AS SHOWN AND PER DETAIL ON SHEET RSi. O7 CONTRACTOR TO CONSTRUCT 201 X 4'D X 6'W INFILTRATION TRENCH W/ 8" ADS(N -12) PERE. PIPE 0 0.00% FOR PROPOSED APARTMENT BUILDINGS AS SHOWN AND PER DETAIL ON SHEET RSi. OCONTRACTOR TO TRANSITION FROM PARK BENCH LANDING/ PLAY STRUCTURE AREA AT 2:1 MAX. SLOPE TO SURROUNDING FINISH GRADE. A /I/EH RUN APARTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNCx 1 E., W.M. LE�341.00(6') f21LF 8 ADS(N -1 - - - - -3 �� DRAIN O 0.501 (I V. _.. 10'- SIDE_YAR12 ' I- SET BACK - - _ -- - X10 0 0 3 3 ooU 0 3 0 „ 11 -- �� C 3 42.10 .. ;t RIM -34260 ,S r•r RIM = 341_63 LE -3401 Nry. DRAIN O -' W - I,,. - E101 R61 -3424 I.E-340.35(6 0101010 O 64' I w i N 4LF�6 ADS(N -12) RODE/ �. p0 0! N:: m DRAIN O 0.5D1 (MIN.) RYM-3418 - -- - ,� - - - 343.19 -- .Y &F- S- ADS(N -12) ROOF - I 0 3 - DRAIN O 0.501 (MIN.) • •I 1 46 - - - - - I -� 4 Ss PROPOSED 59 1 �L�' APARTMENT I w ",� 1 _ _ - - -- I~,I. BUILDING »B., - i©. _ - - -- -- - -'� -- r�i APPROX. - iM.. -__. r O`•,ya I o F.F.- =34400 .r ° / a`• v. " 85LF B ADS(N -12) ROOF i O D 14 "' -_ DRAIN O 0.501 (MIN.) 15' FRONT" YA 1 u RIM�314.50 -- . SET BACK- - ` -_ °n LE�343.00(6') 6 , •' __` 945 9345.15 O -- - -- -O - 8 ® ^ 0 L -... n - - -FG -3442 9 yR 1 h I - 4 ` PARK AREA � 346.31 tip 1� 5 7 5'1 I 0.5 ^' 345 5 345.5 I � p5 ;» - � 45.90 13LF 6 ADS(N -12) ROOF -I, 1345.71 + 'Sny 27 -DRAIN O 0.501 N. - -. - - - - - -- ------------- - - - - -- - -- r gs33� _- _ 45.75 6 r s / 'a- 64' SO ,�. y, ti "r 346.00 6&F-8-ADO-12) ROOF DRAIN 0 0.501[ (MW.) /� - TW= 346.00 RIM-34&00 i `�. ' �� -� bQ 4u v LE�343.Z0(8) RIM - 346.00 346 'r i i 66' ,bAa' �-------- - 346.50 LE-J428) 8(B 59' I yr} 59'1 \ -/ PROPOSED - - - k OO APARTMENT - -" '� I 'SJN66t. 1 I �fl{)W ARR� T BUILDING "A" 347.04 i 0p / 0 0. APPROX. 6.50 -- 47.270 N6. 9+un 3 346.69 346.40 °':° RIM�316.50 LE- 34.150(6) 1o' I -I� - - -- 64' i A ry 10 PS€ EASEMENT - PER -ART 3982737 1 �. ?rJ VI 4 V- � a ` Imo✓ Jill pk r� .n, X .y LE- 339.71(8' ) DRAIN O I.E_342.61(8') 12) ROOF (MIN.) 60L. , '. ADS(N -12) ROOF DRAIN O 0.501 (MIN.) APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: SCALE: 1 " =20' 0 10 20 40 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT MIT? BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV. 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION 0.00 EXISTING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NO. izl DESCRIPTION Lb b4 w 1 1 -22 -14 PER CITY MARK -UP GJM CONSTRUCTION NOTES iD 9' X 20' PARKING STALL (TYPICAL). 0 9' x 20' BARRIER FREE PARKING STALL (2) TOTAL SHALL NOT SLOPE MORE THAN 1 IN 50. ALL BARRIER FREE STALLS WILL BE IDENTIFIED BY A SIGN AT THE HEAD OF THE PARKING SPACE, 60 INCHES MIN. ABOVE GRADE TO BOTTOM OF SIGN. VAN STALL WILL ALSO STATE "VAN" PER ANSI A117 -1 CHAPTER 502.6 & IBC SECTION 1101.2.4. 0 10' X 20' PARKING GARAGE STALL (TYPICAL). 40 CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER PLANS. SEE DETAIL ON SHEET RSI. 0 CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH LANDING (® 8.3% MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RS1. © CONTRACTOR TO CONSTRUCT 20'L X 3'D X 3'W INFILTRATION TRENCH W/ 5" ADS(N -12) PERE PIPE 0 0.00% FOR PROPOSED PARKING GARAGE STRUCTURE AS SHOWN AND PER DETAIL ON SHEET RSi. O7 CONTRACTOR TO CONSTRUCT 201 X 4'D X 6'W INFILTRATION TRENCH W/ 8" ADS(N -12) PERE. PIPE 0 0.00% FOR PROPOSED APARTMENT BUILDINGS AS SHOWN AND PER DETAIL ON SHEET RSi. OCONTRACTOR TO TRANSITION FROM PARK BENCH LANDING/ PLAY STRUCTURE AREA AT 2:1 MAX. SLOPE TO SURROUNDING FINISH GRADE. A /I/EH RUN APARTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNCx 1 E., W.M. LE�341.00(6') f21LF 8 ADS(N -1 - - - - -3 �� DRAIN O 0.501 (I V. _.. 10'- SIDE_YAR12 ' I- SET BACK - - _ -- - X10 0 0 3 3 ooU 0 3 0 „ 11 -- �� C 3 42.10 .. ;t RIM -34260 ,S r•r RIM = 341_63 LE -3401 Nry. DRAIN O -' W - I,,. - E101 R61 -3424 I.E-340.35(6 0101010 O 64' I w i N 4LF�6 ADS(N -12) RODE/ �. p0 0! N:: m DRAIN O 0.5D1 (MIN.) RYM-3418 - -- - ,� - - - 343.19 -- .Y &F- S- ADS(N -12) ROOF - I 0 3 - DRAIN O 0.501 (MIN.) • •I 1 46 - - - - - I -� 4 Ss PROPOSED 59 1 �L�' APARTMENT I w ",� 1 _ _ - - -- I~,I. BUILDING »B., - i©. _ - - -- -- - -'� -- r�i APPROX. - iM.. -__. r O`•,ya I o F.F.- =34400 .r ° / a`• v. " 85LF B ADS(N -12) ROOF i O D 14 "' -_ DRAIN O 0.501 (MIN.) 15' FRONT" YA 1 u RIM�314.50 -- . SET BACK- - ` -_ °n LE�343.00(6') 6 , •' __` 945 9345.15 O -- - -- -O - 8 ® ^ 0 L -... n - - -FG -3442 9 yR 1 h I - 4 ` PARK AREA � 346.31 tip 1� 5 7 5'1 I 0.5 ^' 345 5 345.5 I � p5 ;» - � 45.90 13LF 6 ADS(N -12) ROOF -I, 1345.71 + 'Sny 27 -DRAIN O 0.501 N. - -. - - - - - -- ------------- - - - - -- - -- r gs33� _- _ 45.75 6 r s / 'a- 64' SO ,�. y, ti "r 346.00 6&F-8-ADO-12) ROOF DRAIN 0 0.501[ (MW.) /� - TW= 346.00 RIM-34&00 i `�. ' �� -� bQ 4u v LE�343.Z0(8) RIM - 346.00 346 'r i i 66' ,bAa' �-------- - 346.50 LE-J428) 8(B 59' I yr} 59'1 \ -/ PROPOSED - - - k OO APARTMENT - -" '� I 'SJN66t. 1 I �fl{)W ARR� T BUILDING "A" 347.04 i 0p / 0 0. APPROX. 6.50 -- 47.270 N6. 9+un 3 346.69 346.40 °':° RIM�316.50 LE- 34.150(6) 1o' I -I� - - -- 64' i A ry 10 PS€ EASEMENT - PER -ART 3982737 1 �. ?rJ VI 4 V- � a ` Imo✓ Jill pk r� .n, X .y LE- 339.71(8' ) DRAIN O I.E_342.61(8') 12) ROOF (MIN.) 60L. , '. ADS(N -12) ROOF DRAIN O 0.501 (MIN.) APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: SCALE: 1 " =20' 0 10 20 40 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT MIT? BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV. 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION 0.00 EXISTING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 1q JOB NUMBER 8115 0 N U � Z o w 0 0 Y U vl Q W W K 2 � � U n O n Z 4 o� U � Q m W m Q W � ZOO m N co v v Q � M N 0 v � ro Q � 3 Q C U Z g� W V ZZ Y � J Q QL CL (_D 0 C O DATE 2-7-14 NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. II PG1 I 8115BASE fl HEET110F2 PIPE TABLE PIPE LENTHI DISCRETION 1 9LF 5" PVC SDR -35 ® 2.00% 2 9LF 6" PVC SDR -35 ® 2.00% 3 8LF 6" PVC SDR -35 & 2.00% 4 8LF 6" PVC SDR -35 ® 2.007 5 11LF 6" PVC SDR -35 ® 2.009 CLEAN OUT TABLE CO SIZE GAL. = 1 INLET I.E. 0 2 A TANK AD 0 3 !3345.00 1 M340.41 4 335.17 1 5 1 344.5 15 6 340.35 6" 03 • CONTRACTOR 70 FIELD AD411ST RIAI ELEVATIONS CONSTRUCTION NOTES TO CONTRACTOR TO INSTALL XERXES 6000 GAL. FIBERGLASS REINFORCED PLASTIC TANK (8'0) AS SHOWN AND PER DETAIL ON SHEET SD2. O CONTRACTOR TO INSTALL ORENCO DUPLEX PUMP PACKAGE (ORENCO MODEL P20 05 11 OR APPROVED EQUAL) IN 6000 GAL. S. T.E.R TANK/ PUMP CHAMBER PER DETAILS ON SHEET S02. O CONTRACTOR TO INSTALL DUPLEX PUMP CONTROL PANEL ON REMOTE 4 "X8" WOODEN POST NEAR BUILDING "A" FITTED WITH A TRANSFER SWITCH MODEL DT 323 URK AS MFG. BY CUTLER HAMMER AND A MALE PLUG, MODEL 705: MBWP AS MFG. BY BRYANT SEE DETAIL ON SHEET SD2. 4O CONTRACTOR TO CONNECT PROPOSED 2" STEP SERVICE LINE TO EXISTING SERVICE BOX AS SHOWN AND PER CITY OF YELM STANDARDS. OS CONTRACTOR TO INSTALL (CARSON OR RICH) SERVICE BOX, PER CITY OF YE STANDARDS, ON ALL SEWER CLEAN OUTS LOCATED MORE THAN 2.5 FEET FROM BUILDING FOOTINGS. © CONTRACTOR TO INSTALL POTABLE WATER HOSE BIB WITHIN 50 FEET OF ST PUMP TANK PER CITY OF YELM STANDARDS. O7 CONTRACTOR TO INSTALL (CARSON OR RICH) SERVICE BOX, PER CITY OF YE STANDARDS, A / VEH HU/V APAHTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E, W.M. S.T.E.P. SYSTEM PLAN urnm CONRICT NOTE CAUTION THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE U7LITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1- 800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. CONTRACTOR / DEVELOPER NOTE THE CONTRACTOR AND11OR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED MATERIAL TESTING, COMP -TION TESTING, AND APPLICABILE INSPECTIONS AS REQUIRED BY CITY OF YELM AND PRIVATE ENGINEER. THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINEER WITH DOCUMENTATION SIGNED BY A PROFESSIONAL SOILS AND /OR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WA$ BUILT ACCORDING TO THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MINIMUM CITY /STATE REQUIREMENTS, COMPACTION WAS ACHIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PLANS HAVE BEEN FOLLOWED. S. T. E P. TANK TABLE BUILDING SIZE GAL. INLET RIM OUTLET RIM INLET I.E. OUTLET I.E. TANK BOTTOM A TANK AD 3000 1 345.0 1 345.0 340.58(6-) 340.35 6" 335.17 B TANK #2 1 3000 1 344.5 1 344.5 340.58 6" 340.35 6" 335.17 JOINT S.T.E.P. TANK PUMP CHAMBER TABLE BUILDING SIZE GAL. INLET RIM OUTLET RIM INLET I.E. OUTLET LE. TANK BOTTOM A & B 3000 345.75 345.50 - -- 456 - -- 339.91(6") 1341.75(2' 335.17 TANK 3 PUMP ELEVATION SPECIFICATIONS LOW LEVEL LEA!,,EULEV PMP LEAD PUMP LAG PUMP LAG PUMP HIGH LEVEL ALARM ELEV. "OF "ON" ELEV "OFF" ELEV. "ON° ELEV ALARM ELEV. PROPOSED 2" STEP SERVICE VALVE LEVEL) PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- 338.30 338.80 339.18 339.30 339.68 339.80 APPROVED FOR CONSTRUCTION BY: DATE: _ Director of Public Works APPROVAL EXPIRES: SCALE: I"=20' 0 10 20 40 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV. 347.21 CONTOUR INTERVAL-2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES Vyfi r LEGEND --PLC PROPERTY LINE --R{W R/W LINE — — — — EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT 0 PROPOSED SANITARY SEWER MANHOLE ASS— PROPOSED 2" STEP SERVICE • PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR 4bG EXISTING CONTOUR _ -- EXISTING EDGE OF PAVEMENT QD EXISTING STORM MANHOLE D D EXISTING STORM MAIN O EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN ,. EXISTING POWER POLE h! EXISTING WATER GATE VALVE >% EXISTING FIRE HYDRANT .. W EXISTING WATER MAIN ® PIPE NAME REVISION BLOCK N0. DATE 1 1 -22 -14 PER U L A t0 Q W W C) 2 Cr O A 11 JOB 8115BER 0 N I U Z N � h S 0 h 2 z CL CE o� 2 rMj U m wO1 m �3 w 0 Q zN 0 VJ M V rn ww o �VUJiJt v •Q � 3 V g C U ti z J CL Cn >-- Cn ' C W v / DATE 2 -7 -14 DRAWING NI STP 8115BASE HEET 12 OF L � W U t0 Q W W C) 2 Cr O U 0 h 2 z CL CE o� 2 rMj U m wO1 m �3 w 0 Q zN 0 VJ M V rn ww o �VUJiJt v •Q � 3 V g C U ti z J CL Cn >-- Cn ' C W v / DATE 2 -7 -14 DRAWING NI STP 8115BASE HEET 12 OF L RIVER RUN APARTMENTS NE 1/4, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. )0j, CONSTRUCTION NOTES (D CONTRACTOR TO CONNECT TO EXISTING 2" STEP SERVICE BOX AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET SD2. O CONTRACTOR TO FIELD VERIFY PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES, O CONTRACTOR TO INSTALL AUTOMATIC AIR RELEASE AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAIL ON SHEET SDI. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. SAN RUN "A n FLOW ARROW TYP.� ` STA-07400 TO STA:M2342 PLAN HORIZONTAL D 342 340 Mi.] 336 334 r r O e N WN APPROVED FOR CONSTRUCTION BY: DATE: Director of Publw Works APPROVAL EXPIRES: SCALE: 1 " =10" 0 5 10 20 4RROW TYP. VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP O INTERSECTION OF YELM AVE, & TAHOMA BLVD. EL EV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND N W ' --Pfd PROPERTY LINE m m —R'Ay RIW LINE M m O m7 O M r N EASEMENT LINE N 0 0 N o o ADDITIONAL 10' UTILITIES EASEMENT a l0 M s o N v O O N • PROPOSED SANITARY " R MANHOLE O 1� IN M M M M —SSA PROPOSED 2" STEP SERVICE M M r7 r7 a M M M M r7 r'] M M a M t� • PROPOSED 2" STEP SERVICE VALVE r7 v ' m PROPOSED SIDEWALK w PROPOSED SHOULDER z M M M 56 - -- PROPOSED CONTOUR • �' EXISTING CONTOUR c tr, 1' °� -'- EXISTING EDGE OF PAVEMENT y V O Y Op EXISTING STORM MANHOLE __ ___. -_ - � - -_ .. '•, `' D D EXISTING STORM MAIN + +a _ EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE ----- ICI EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT N a EXISTING WATER MAIN t N W N m m O O M m O m7 O M r N O N 0 0 N o o ° a l0 M s o N v O O N CI ? O 1� IN M M M M M M M M r7 r7 a M M M M r7 r'] M M a M t� PO PO r7 v M M M 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 1 +10 1 +20 1 +30 SAN RUN "A A PROFILE KEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' REVISION BLOCK NO. DALE DESCRIP77ON BY 1 1 -22 -14 PER CITY MARK -UP GJM 8115 0 � II U Z V) ti O W 0 0 Y O � U 0 Q W W K 2 � � U O Z d U � Q � W m Q J w O m �d2 co r Q N o � m Q � 3 C) Q Z g�O v J w 1.1 w W1 w O 1-- cl:� LLJ CL rZr^ V Q Q DATE 2 -7 -14 DRAWING NO S1 BII5BASE SHEET]J 0121 STA: 0 +59.49 ('du) 3DVa ,OZX,01 03SOd0ad CONSTRUCTION NOTES O CONTRACTOR TO CONNECT TO EXISTING 2" STEP SEWER STUB AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET SD2. O CONTRACTOR TO FIELD VERIFY PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCPON. CONTACT ENGINEER OF ANY DISCREPANCIES. O CONTRACTOR TO INSTALL TYPICAL STEP SEWER SERVICE AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS SDI & SD2. O SEE SHEET "STP" FOR S.TE.P. TANK DESIGN. °OI II + Jp I 3� TW =3vVi 82 1Y ' 12:7 MAX. SLOPE :3d1 aggas I Ic TYP.� I I 341.50 \ I "C" RI VER HUN APAHTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. PROPOSED APARTMENT ®�� BUILDING "B" �� SERVCE eox APPROX. I•E -342�e F.F.= 344.00 ` I TW= 344.45 PROPOSED 5' CONCRE7 SIDEWALK 344.40 I� I I I I I 19 27LF -2' PVC STEP SEWER SERWOE LINE ' I i T ; r.0 Vo i I ' N ¢¢Z ¢�7 I inn¢ Inm �i PROPOSED GRADE PE Of FORCE MAIN I 1+00 PROPOSED APARTMENT PARK AREA BUILDING "A" APPROX. I F.F.- 346.50 00 TW= 346. TW= 346.00 TW 346.50 a45. 7 34595 5 45.95 1.345.95 's Fj SAN RUN 'A' PLAN VIEW HORIZONTAL SCALE: 1 =10 PARKING TW =347.0 TW= 346.90 _ 4LIGNMENT "B" & t 41 NT "A" I I , t 34; T I I LF N( r N O t0 F2 n O d O r M M M� r7 M M 1 +10 1 +20 1 +30 1+ NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. ALIGNMENT "Bn PROFILE VIEW HORIZONTAL SCALE: 1 " =10 VERTICAL SCALE: 1 " =2' PROPERTY LINE —RfW— R/W LINE — — — — EASEMENT LINE — — ADDITIONAL 10• UTILITIES EASEMENT 0 PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2" STEP SERVICE • PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK PROPOSED SHOULDER 4 PROPOSED CONTOUR - .., 11 EXISTING EDGE OF PAVEMENT - -- O EXISTING STORM MANHOLE Dv^ EXISTING STORM MAIN M rJ M M r7 M r7 M M N r7 M M M r7 N D 1 +50 1 +60 1 +70 1 +80 1 +90 2 +00 2 +10 2 +20 2 +30 2 +40 ALIGNMENT "Bn PROFILE VIEW HORIZONTAL SCALE: 1 " =10 VERTICAL SCALE: 1 " =2' I, F „8„ 1N3WNOIlV - 0000 +0 V15 APPROVED FOR CONSTRUCTION BY: DATE: _ Director of Public Works APPROVAL EXPIRES: SCALE. 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD, ELEV; 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND —PfE— PROPERTY LINE —RfW— R/W LINE — — — — EASEMENT LINE — — ADDITIONAL 10• UTILITIES EASEMENT 0 PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2" STEP SERVICE • PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK PROPOSED SHOULDER 4 PROPOSED CONTOUR - .., 11 EXISTING EDGE OF PAVEMENT - -- O EXISTING STORM MANHOLE Dv^ EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE 4: - -- EXISTING SANITARY SEWER MAIN I EXISTING CATCH BASIN ') EXISTING POWER POLE J EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT .. . I, A I, F „8„ 1N3WNOIlV - 0000 +0 V15 APPROVED FOR CONSTRUCTION BY: DATE: _ Director of Public Works APPROVAL EXPIRES: SCALE. 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD, ELEV; 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND —PfE— PROPERTY LINE —RfW— R/W LINE — — — — EASEMENT LINE — — ADDITIONAL 10• UTILITIES EASEMENT 0 PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2" STEP SERVICE • PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK PROPOSED SHOULDER -- -456 - -- PROPOSED CONTOUR - .., EXISTING CONTOUR EXISTING EDGE OF PAVEMENT - -- O EXISTING STORM MANHOLE Dv^ EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE 4: - -- EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN ') EXISTING POWER POLE J EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT .. . EXISTING WATER MAIN REVISION BLOCK NO. DATE DESCRIP:70N BY 1 7 -22 -14 PER CITY MARK -UP GJM 8115 0 � II U Z x � Q � 0 0 � � Y U w Q� _ � o U 0 z a o� U h W� m Q W � z C 0 m a�Q N '^ C I v a� N o, 0 m a� 3 C U ti Z O � W m J w I_ Lai Z� CL V J Q Q J CL Iq DATE 2 -7 -14 S'2 DRAWING NC 8115BASE HEET,AOF2 GENERAL SANITARY SEWER NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/APWA). 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. 4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO TIRE START OF CONSTRUCTION. 5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UPLITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. ]. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. 8. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE, INSTALLED 12" TO 18" UNDER ME PROPOSED SUBGRADE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED "SEWER" WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION,STEP SYSTEMS AND FORCE MAINS SHALL BE INSTALLED MM 14 GAUGE OF DIRECT BURY COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND RED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12 1ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON- BIODEGRADABLE, METAL CORE BACKING MARKED POWER'. TAPE SHALL BE FURNISHED BY CONTRACTOR. f1 BEDDING OF THE SEWER MAIN AND COMPAC7ON OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). 11. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED, 12. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. 73. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 16. ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE WITH THE ABOVE- REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL BE PIGGED /CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. 17. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY ME CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY ME CITY OF YELM FOR THE REQUIRED INSPECTIONS. 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. 19. IN ENE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE "ON -OFF" SWITCH CONTROLLING POWER TO THE PUMP CONTROL PANEL, SAID SWATCH SHALL HAVE A LOCKING COVER MODEL IF 5031 -0 RAYNTITE SINGLE GANG WEATHERPROOF COVER 1.406° DIAMETER. 20. INSPECTORS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: A) TANK INSTALLATION, IE BEDDING AND LOCATION B) TANK INFILTRATION, EXFILTRAIION TEST C) S.S. PRESSURE TEST D) SERVICE LINE PRESSURE TEST E) FINAL INSPECTION 21. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE TREATED. 21'0 RIBBED PVC RISER W/ BOLT ON FIBERGLASS LID BY ORENCD OR EQUAL CARBON FILTER - EXISTING GROUND 14 GAUGE POUND WIRE ¢ 1 1/2" PVC TRUE UNION BALL VALVE 'r1 1" PVC TRUE UNION BALL VALVE wt ' I I --------------------- - -- SLOPE ----- - - - - -- 1" SCHEDULE 40 PVC I" PVC ELL. SLx TH 1" SCHEDULE 80 PVC IPT NIPPLE SELF TAPPING PVC SADDLE ROMAC MODEL 304 OR EQUAL PRESSURE SEWER MAIN NOT PLACE IN A NON - TRAFFIC AREA, UNION JOINTS SHALL BE SOLVENT WELDED. CITY TO FIELD LOCATE. FINISH GRADE SHALL BE WITHIN 1_± 1/4 OF TOP OF LIP. I -MAX. OF 8' GRAVEL . FOR TYPICAL SEWER AUTOMATIC AIR RELEASE VALVE APPRDVED� DWG NO. PUBLIC WORKS DIRECTOR DATE 7- 1 Z DES. DATE _JY JEG TP 4/2007 INSPECTION GUIDE FOR S..T.E.P. SEWER INSTALATION A BASIC SKETCH OF THE PROPOSED INSTALLATION MUST BE SUBMITTED TO THE PUBLIC WORKS OFFICE PRIOR TO ISSUANCE OF PERMIT. THE CITY OS YELM SEWER DEPARTMENT WILL PERFORM THE FOLLOWING REQUIRED INSPECTIONS: 7) TANK PLACEMENT (SEE TECH. SPEC. FOR RED.) 2) LEAK TEST TANK (2 HOURS, NO LOSS) 3) PRESSURE TEST SERVICE LINE. (70 P.S.I. WATER FOR 1 MINUTE) 4) ALL PIPE BEFORE BACKFILL. (SEE BEDDING AND TONING WIRE REG,) 5) A FINAL INSPECTION IS REQUIRED AFTER ALL WORIK (INCLUDING ELECTRICAL) HAS BEEN COMPLETED. A RECORD DRAWING IS REQUIRED BEFORE SYSTEM CAN BE EXCEPTED. WE TRY TO COMBINE THESE 5 INSPECTIONS INTO 3 (RIPS TC) THE SITE IF POSSIBLE. 24 HOURS NOTICE IS REQUIRED FOR INSPECTION. WE DO HOWEVER MAKE EVERY EFFORT TO BE OUT WITHIN 2 TO 3 HOURS. FOR INSPECTION CALL: 458 -8411 IF NO ANSWER LEAVE A DETAILED MESSAGE. FIBERGLASS LID WITH STAINIFSS STEEL BOLTS AND NEOPRUNE GASKET 5-' MIN (TYP) -I 141/4' ALL LIDS KNISHRNISII GRADE I 2' MIN TYP SLOPE TO GRADE 14 GAUGE COPPER PVC RISER, TONING WIRE. 2' -0" ORENCO SYSTEMS. TAIL INTO RISER INC., OR EQUAL (FOR USE WITH NON - TRAFFIC; BEARING TANKS) NOTE: RSER AND LID SHALL BE 30" ON ALL SIMPLEX PUMFT VAULT INSTALLATIONS. RISER AND LID SHALL BE 30' ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS, TYPICAL RISER APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE DES, CKD. DATE JY JEG TP 1 4/2007 2 WADER TIGHT ///--- ttPICAL IN PROTECTED AREAS / NON - PROTECTED AREAS (LAWNS, ETC.) 2' -0' TAIL // REWIRE SERVICE BOXES (CARSON OR RICH) ABOVE ^ GROUND 1 EXISTING GROUND STANDPIPE PVC C.D. - DOUBLE SWEEPING TEE FERNCO COUPLING OR APPROVED EQUAL NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. 14 GA. COPPER TONING "RE WRAP ONCE AROUND CLEANOUT NEW 4' PVC SEWER LINE (TYP) (3034) 2% SLOPE TO TANK, FERNCO COUPLING OR APPROVED EQUAL RI I�EH HUN APARTMENTS NE VQ SE p4. SEC 24 iWNO N. flNG I E. WM TOP OF STEP TANK BAFFLE DEPT. OF PUBLIC WORKS TYPICAL CONNECTION APPRO DWG, NO IC 1 PUBLIC WORKS DIRECTOR DATE 7--7 DES. OWN. CKO. DATE JY JEG TP 4/2007 RESTORATION SURFACE SURFACE T SEE RESTORATION TABLE ABOVE SEE RESTORATION TABLE B" FINISH GRADE TYP. {' CRUSHED WRFACf S SELECT BACKFILL F FINISH GRADE SHALL BE SURFACE T TM COURSE C COMPACT l0 95F 9 9AW1H & LON95TANT M1H EXISTING AL. PAVEMENT S 3 MIN. G1tACE B A.C. F SELECT BACKFILL C BACKFILL SEE I PAVING OVER 4' CRUSNfD C RESTORATION TABLE \ \ \ AI \/ s / / SLOPE AS STEEP \/ / m 5 m \,7/ AS POSSIBLE jLDpES SHALL MATCH SEWER LINE PIPE BEDDING FOR MATCH E%15RNG S SELECT. BACKFILL M FLEXIBLE PIPE (DRIYEWpY /S,pEWALN) C CONCRETE RIICKNE55 C PIPE O.D. e� NYDROYED/ PLANIINGE N FINISH MAX S4ALL BE I PNN /UNDSLAPf O OVER {� MIN. TYPE A S PIPE SMOOTI k CCNySTANT 0.0. COMPACT TO BSS N N1rX EXISTING GRADE w NAIVE BALNIILL M MOUND BACKELL VNINPROKD SUFACC N N A N �� AROY4 fXi$IWG CdAPACT TO 85F � GRADE & SMOOTH CSBC = CRUSHED SURFACE BASE COURSE CSTC = CRUSHED SURFACE TOP COURSE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH APP DWG. N0. \�. 7 -3 PUBLIC WORKS DIRECTOR ON, WN. CKO. DATE JY JEG TP 4/2007 RESTORATION TABLE 1 SURFACE T BACKFILL/ W WNNENTS/ TYPE C THICKNESS B COMPACTION REOMNIS. O OTHER REWIREMEN$ cflUSNED { {' CRUSHED WRFACf S SELECT BACKFILL F FINISH GRADE SHALL BE SURFACE T TM COURSE C COMPACT l0 95F 9 9AW1H & LON95TANT M1H EXISTING AL. PAVEMENT S 3 MIN. G1tACE B A.C. F SELECT BACKFILL C F1N191 ROADWAY i0 PAVING OVER 4' CRUSNfD C OY£R GRAVEL RASE P SURFACE TOP COURSE j COMPACT TO 95x G GRADES AND WRRB jLDpES SHALL MATCH LGNGRCIE SURFACE M MATCH E%15RNG S SELECT. BACKFILL M MATCH E%ISTINC FlNI91 (DRIYEWpY /S,pEWALN) C CONCRETE RIICKNE55 C COMPACT TO BSE Y Y%NRE. AND LRADE. NYDROYED/ PLANIINGE N FINISH MAX S4ALL BE I PNN /UNDSLAPf O OVER {� MIN. TYPE A S NATIVE NgCKFILL F SMOOTI k CCNySTANT TOP $OIL C COMPACT TO BSS N N1rX EXISTING GRADE NAIVE BALNIILL M MOUND BACKELL VNINPROKD SUFACC N N A N �� AROY4 fXi$IWG CdAPACT TO 85F � GRADE & SMOOTH MANHOLE RING AND COVER. CONCRETE COLLAR, 14 CA, COPPER TONING WIRE 2' -D' TAIL INTO RISER -� CONTRACTOR TO EPDXY TWO 1' PVC PIPE PIECES I" LONG TO FIBERGLASS LID FOR LIFTING -COMPACTED BACKFILL E.'1JIM LID INC.. • 21" PVC RISER REQUIRES 24' RING & CAST IRON COVER 24" PVC RISER REQUIRES 30° RING & ALUMINUM COVER 30" PVC RISER REQUIRES 36' RING & ALUMINUM COVER TRAFFIC BEARING LID DWG. N0. 7 -19 JY JEG I TP 1 4/2007 CONCRETE e SCH 40 PVC PIPE FROM VALVE W /SOLVENT WELD JOINTS. PIPE TO Director of Public Works APPROVAL EXPIRES: FINISHED GRADE -� ]-- 30 "0 RISER- - ALARM HIGH LEVEL o LAC ON /OFF (4.5" DRAWDOWN ON TO OFF) 6' O � LEAD ON /OFF n (4.5" DRAWDOWN ON TO OFF) LOW LEVEL ALARM B a LLo REDUNDANT OFF 000 at' 25° 1 m 6" MIN. BEDDING CITY OF YELM DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT APP. - RO�p OWC. NO PUBLIC WORKS DIRECTOR DATE 7 -14 COS. wN. CKU. JY JEG TP 4/20 6' PVC PIPE ASTM D - REND BE SAME SIZE SEWER MAIN #4 ®T GO PVC PPE Po TH THREADED PILUC VIII ' VIII I EACH WAY TOP DRIP 1/2° HOLE OR SLOT FOR PARE GATE VALVE SHALL RE SAME SIZE AS MAIN (MJxMJ) TONING WIRE CONNECT TO MAINLINE USE EXPANSION FITTINGS AS REQUIRED WALK NUT E %TENTIONS REQUIRED TO BRING MUT TO WITHIN 24' OF THE SURFACE tr- \ - 7 -20 PUBLIC WORKS pIRFCTDR PATE DES. wN. GILb. DATA JY JEG TP 4/2007 TYPICAL END OF LINE CLEANOUT APPROVFG_ DWG. NO REb1S10N BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM �••� .MID 1� NA 80 2 �. :m ° � Zlgll�l i ,� 'NSlONA NO1 •- 11 8115 07 RICH N0. 910 VALVE BOX. OR EQUAL WTH COVER MARKING TO READ 'SEWER' (rep.) it ELI J U Z Z O � 2 CO W U O W (D 3 U � O U N Z OIL K O N x 1T U DJ Q 01 W m Q J �S Z � � O m or D: N O'C) (C Cd I V n V 8. N 0 v �J m a� C U h Z O � O w g� LLJ CL v / Z O r C0 Z � LL.I DATE 2 -7 -74 ) RAWING N( 87158ASE HEET.L5 OF ,2 DES. wN. GILb. DATA JY JEG TP 4/2007 TYPICAL END OF LINE CLEANOUT APPROVFG_ DWG. NO REb1S10N BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM �••� .MID 1� NA 80 2 �. :m ° � Zlgll�l i ,� 'NSlONA NO1 •- 11 8115 07 RICH N0. 910 VALVE BOX. OR EQUAL WTH COVER MARKING TO READ 'SEWER' (rep.) it ELI J U Z Z O � 2 CO W U O W (D 3 U � O U N Z OIL K O N x 1T U DJ Q 01 W m Q J �S Z � � O m or D: N O'C) (C Cd I V n V 8. N 0 v �J m a� C U h Z O � O w g� LLJ CL v / Z O r C0 Z � LL.I DATE 2 -7 -74 ) RAWING N( 87158ASE HEET.L5 OF ,2 2 �. :m ° � Zlgll�l i ,� 'NSlONA NO1 •- 11 8115 07 RICH N0. 910 VALVE BOX. OR EQUAL WTH COVER MARKING TO READ 'SEWER' (rep.) it ELI J U Z Z O � 2 CO W U O W (D 3 U � O U N Z OIL K O N x 1T U DJ Q 01 W m Q J �S Z � � O m or D: N O'C) (C Cd I V n V 8. N 0 v �J m a� C U h Z O � O w g� LLJ CL v / Z O r C0 Z � LL.I DATE 2 -7 -74 ) RAWING N( 87158ASE HEET.L5 OF ,2 N Z OIL K O N x 1T U DJ Q 01 W m Q J �S Z � � O m or D: N O'C) (C Cd I V n V 8. N 0 v �J m a� C U h Z O � O w g� LLJ CL v / Z O r C0 Z � LL.I DATE 2 -7 -74 ) RAWING N( 87158ASE HEET.L5 OF ,2 NATIVE OR SELECT L500 GACAL BACKna AS DES. DIRECTED BY �:`= .:• +': ' "ti.R ENGINEER. Y >:< y MIN. ji 4/2007 o. D TA I v 335.17 RW V -1 400 GV 1 344.5 5 _ -2 1100 G jT 1 339.68 1 339.80 BEDDING MATERIAL FOR 71 RIGID PIPE SHALL BE SAND NOTE: N INSTALL TANKS AS PER DETAIL OR MANUFACTURER'S RECOMMENDATION TO STEP TANK WHICHEVER IS MORE STRINGENT. t2 - CIA. CITY OF YELM DEPT. OF PUBLIC WORKS CONCRETE TANK V1 BEDDING W APPROVE DWG. No, � 7-17 � PUBLIC RECTOR DATE U 0 5. DNN. C D. GATE JY JEG TP 4/2007 ALL STEP TANKS SHALL BE H -20 LOAD RATED TANKS. THIS POLICY SHALL TAKE EFFECT ON MAY 31 2007. /-FINISHED GRADE ,WATER TIGHT LID MIN.PVC RISER WATER TIGHT 14 VAULT RISER GE TONING O SERVCE 2 PART USE ORCNO TANK TO RISER J ADAPTER FOR CONCRETE TANKS a'ui ORFICE I PUMP ASSEMBLY, SEE DWG. N0. 7 -9 oV2 `BAFFLE (NOTE I L ---- i/3 VOLUME 173 VOLUME -Y 6" MIN DEDDIN - VARIES NOT ELETE BARITE FOR A 3000 GALLON TANK UTILIZED AS A TRIPLEX PUMP VAULT. 2. THE OMER WILL RENEW TOLERANCES IN EXCESS OF DIMENSIONS SHOWN. 3. ME TRIPLEX PUMP VAULT REQUIRES TWO vAuLtS AND TWO COMPLETE RISERS. ONE VAULT CONTAINS RLOATS AND ONE PUMP. THE SECOND VAULT CONTAINS TWO PUMPS, 4. 4500 GALLON TANKS OR LARGER SHALL HAVE THREE RISERS AND ADS . ON ALL TANKS LARGER THAN 1500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINED BY THE YELM SEWER DEPT, J1�M 500, 3000, 4500 GALLON STEP TANK /PUMP TANK PPHO% L500 GACAL UBLIC WORKS DIRECTOR DALE DES. D -112)_ 6D" DAZE JY JEG TP 4/2007 345.0 D SD` 335.17 B TANK 2 V -1 400 GV 1 344.5 1 340.58 6" _ -2 1100 G jT 1 339.68 NOT ELETE BARITE FOR A 3000 GALLON TANK UTILIZED AS A TRIPLEX PUMP VAULT. 2. THE OMER WILL RENEW TOLERANCES IN EXCESS OF DIMENSIONS SHOWN. 3. ME TRIPLEX PUMP VAULT REQUIRES TWO vAuLtS AND TWO COMPLETE RISERS. ONE VAULT CONTAINS RLOATS AND ONE PUMP. THE SECOND VAULT CONTAINS TWO PUMPS, 4. 4500 GALLON TANKS OR LARGER SHALL HAVE THREE RISERS AND ADS . ON ALL TANKS LARGER THAN 1500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINED BY THE YELM SEWER DEPT, J1�M 500, 3000, 4500 GALLON STEP TANK /PUMP TANK PPHO% DWG. ND. 7 -17 UBLIC WORKS DIRECTOR DALE DES. WN. CKU. DAZE JY JEG TP 4/2007 TABLE FOR FEEDER WIRE RUN - - --- WIRE SIZE IMggIMUM DISTANCE .... _.. yl2 AWG COPPER 150 FEET #10 AWG COPPER 250 FEET ,y8 AWG COPPER 350 FEET (SEE SPECIFICATIONS FOR ADOIIDONAL INFORMATION) To SLLNCE ALARM PUSH LIGHT FOR SEANCE CF1L 360-450 roan am OF rELN DECAL - SEE SPECIFICATIONS BOLO 18PT. LETTERING ] � PADLOCK PATH COMMON KEY CENTERED ON FURNISHED BY THE CITY PANEL OF YELM -- -ALARM LIGHT AND SILENCE BUTTON FROM POWER SOURCE NOTE: PANEL SIZE MAY VARY DEPENDING ON MANUFACURER 1 "C, B -#12 TO STEP TANK - SIMPLEX 1'2 "C, 13 -y12 TO STEP TANK - DUPLEX 17 -y12 TO STEP TANK - TRIPLEX TYPICAL PUMP CONTROL PANEL APPROVED_] DWG. NO. 111.111,..x\ P1.1 P.- 1 7 -6 JY I JEG TP NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. AI VEF7 RUN APARTMENTS NE va SE Va SEC 24, mHn,v. wac i e. wM TANK #1 RIM =345.0 TANK J(2 RIM =344.5 6" INLET FORM BUILDING 0 2.07 (MIN.) TANK #1 RIM =345.0 TANK J2 RIM =344.5 (SEE TANK DETAIL ON THIS SHEET) S. T.E.P. TANK TABLE BUILDING SIZE GAL. INLET RIM OUTLET RIM INLET I.E. OUTLET I.E. TANK BOTTOM A TANK 1 3000 345.0 345.0 340.58 6'" 340.35 6" 335.17 B TANK 2 3000 1 344.5 1 344.5 1 340.58 6" 340.35 6" 335.17 JOINT S. T.E.P. TANK PUMP CHAMBER TABLE BUILDING SIZE GAL. INLET RIM OUTLET RIM INLET I.E. OUTLET I.E. TANK BOTTOM I A & B 3000 TREATED POST 345.15 I 34550 338.30 ??a aVR "1 zel ]s /o'9 jT TANK 3 PUMP ELEVATION SPECIFICATIONS LOW LEVEL LEAD PUMP LEAD PUMP LAG PUMP LAG PUMP HIGH LEVEL ALARM ELEV. "OFF" ELEV. "ON" ELEV. "OFF" ELEV. "ON" ELEV ALARM ELEV. "x6' PRESSURE (LIQUID LEVEL) TREATED POST ATTACH COND I POST WITH ST 338.30 338.80 339.18 339.30 1 339.68 1 339.80 DD EVERGREEN ITE-CAST, INC. A a 6.24 3 P,C). 8nx 58 . $MrumcK WA 96390 Piwae: i253186346570 -.. FAX: (2 531 8 63 -2 901 I rl II �� (I I ,11[ 4'SMW9'p IVi+AL, S.T.E.P. /PUMP TANK DETAIL re uv uz APPROVED FOR CONSTRUCTION BY: DATE: _ Director of Public Works APPROVAL EXPIRES: -----/ ORENCO DUPLEX PUMP PACKAGE (MOD PF20 05 41.75(2 ") 11) OR APPROVED EQUAL. SEE CITY OF YELM DETAIL 7 -14 ON THIS SHEET. HIGH WATER ALARM EL =SEE TABLE LAG PUMP "ON- EL ,=SEE TABLE LAG PUMP "OFF" EL. =SEE TABLE LEAD PUMP "ON" EL,=SEE TABIF LEAD PUMP "OFF" EL.-SEE TABLE (LZQvSD L£VGL) Z33 LOW LEVEL ALARM EL =SEE TABLE TANK BOTTOM ELEV= 335.17 FORM CONDUITS NO. POST OR CHAN DESCRIPTION TYPICAL PUMP PANEL DETAIL DUMP CONTRGL GJM ANEL PVC CONDUIT 16" "x6' PRESSURE TREATED POST ATTACH COND I POST WITH ST STEEL TWO H STRAPS ONCRETE XISTING CROUNO 71 ° 9 i 4 N 0 TO NEW ELECTRICAL PANEL TO STEP TANK t2 - CIA. CITY OF YELM DEPT. OF PUBLIC WORKS REMOTE POST - RESIDENTIAL V1 PUMP CONTROL PANEL W INSTALLATION � APPROVE DWG. NO. � 7 -4 U PUBLIC WORKS DIREICTOR DATE DES. OWN. CKD. D JY I JEG TP 4/20 07 SPLICE TO EXISTING 14 GAUGE TONING TO STEP TANK CONNECT TO LXISTING PVC SERNCF LINE Y KBI BALL VALVE. SL x SL- T CHECK VAL SERVICE BOX - CARSON INDUSTRIES MODEL 10. 14198 WITH BOLTED HINGED COVER OR EQUAL COVER MARKING TO READ 'SEWER' (USE IN NON- TRAFFIC AREAS) /// 14 CA, OF HEAVY INSULATED / COPPER TONING WIRE / ALL TONING WIRE SPLICES SHALL BE CONNECTED BY USING D.B.Y. KITS MANUFACTURED BY 3M 2' SCHEDULE J 40 PVC svn• PVC SWNG CHECK VALVE SL x SL 2' KBI BALL VALVE, SL x 5LJ 2• PVC NIPPLE. SL x SL T x MAIN CIA. PVC REDUCING TEE SL x 5Lx TH OR PIPE SADDLE - TYPICAL Z`A S��VYCC C91 N IELrr�atJ INSTALLATION NOTE$_ ALL SERVCE LINE CARSON BOXES SHALL BE LOCATED 4' FROM EDGE OF CURB TO CENTER 1 OF CARSON BOX IN PLANTER STRIP ON 90TIl SIDES OF ROADWAY. GANG CARSON BOXES SHALL BE LOCATED 3' APART TO CENTER OF BOXES 2_ BALL AND CHECK VALVES TO BE INSTALLED IN CARSON BOXES ACCORDING TO DRAWING. 3. REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM U � o w '714 SD2 If 8115 If O z a C; O LO GO = GO U W� m W Z:�C) O CC Q > N. 2 ON0 ti M a QM _ ON N O V m •Q U� V Q C z O U V) O V) 0 W U `O U Z (n (U J DATE 2 -7 -14 DRAWING NI 811 BBASE SHEET J¢ OFD Z Z U � o w 0 0 U V1 Q W W � 2 � O U O z a C; O LO GO = GO U W� m W Z:�C) O CC Q > N. 2 ON0 ti M a QM _ ON N O V m •Q U� V Q C z O U V) O V) 0 W U `O U Z (n (U J DATE 2 -7 -14 DRAWING NI 811 BBASE SHEET J¢ OFD PIPE TABLE PIPE LENTH DISCRETION 1 28LF 1 4" DI CL50 W/ THRUST BLOCK. 6LF 4" DI CL50 TO INSTALL(I) 4" 90- BEND 52LF 4" DI CL50 4 47LF 4" DI CL50 PROPOSED SIDEWALK 65LF 4" DI(CL50) 6 5LF 4" DI(CL50) 7 5ILF 4" DI CL50 8 38LF 4" DI CL50 9 67LF 4" DI CL50 EXISTING SANITARY SEWER MANHOLE 6LF 4" DI CL50 ❑ 18LF 4" DI CL50 EXISTING POWER POLE IDLE 4" DI CL50 W BLF 4" DI CL50 EXISTING WATER MAIN 122LF 4" DI CL50 5LF 4" DI CL50 6LF 4" DI CL50 128LF 4" DI CL50 K 6LF 4" DI CL50 CONSTRUCTION NOTES Oi CONTRACTOR TO CONNECT TO EXISTING 27LF- 8" WATER STUB AS SHOWN AND PER CITY OF YELM DETAILS ON SHEETS WD7. 20 CONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. O CONTRACTOR TO INSTALL TYPICAL 58LF- 1 }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WDI & W02. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WDI. O CONTRACTOR TO INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN AND PER DETAIL ON SHEET WD7. OS CONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW PREVENTION ASSEMBLY (ODCV) AS SHOWN AND PER DETAILS ON SHEET WD7. © CONTRACTOR TO INSTALL TYPICAL 53LF- 1 I" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WDI & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WDI. UnU Y CONFLICT NOTB CAUTION THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1- 800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE: CALL 1 -800- 424 -5555 BEFORE YOU DIG. CONTRACTOR / DEVELOPER NOTE THE CONTRACTOR AND70f2 DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED MATERIAL TESTING, COMPACTION TESTING, AND APPLICABLE, INSPECTIONS AS REQUIRED BY CITY OF YELM AND PRIVATE ENGINEER. THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINEER WITPj DOCUMENTATION SIGNED BY A PROFESSIONAL SOILS ANOR MATERIALS ENGINEER SHOWING THAT ITT- ROAD SECTION WAS L9UILT ACCORDING TO THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MINIMUM CITY /STATE REQUIREMENTS, COMPACTION WAS ACHIEVIED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PLANS HAVE BEEN FOLLOWED. RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. WATER PLAN IVX yi Il -N AV r � f 1 ,, � , APPROVED FOR CONSTRUCTION BY: —DATE:- Director of Public Works APPROVAL EXPIRES: — J(j SCALE: 1 " =20' 0 10 20 40 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV. 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES PROPERTY LINE DATE R/W LINE e CONTRACTOR TO INSTALL(1) 8-X8-X4" TEE W/ THRUST BLOCK. ® CONTRACTOR TO INSTALL(I) 4" 90- BEND W/ THRUST BLOCK. ® CONTRACTOR TO INSTALL POST INDICATOR VALVE (PVQ PER CITY OF YELM PROPOSED SIDEWALK STANDARDS. PROPOSED SHOULDER - -- 456 - -- ® CONTRACTOR TO INSTALL FIRE DEPARTMENT CONNECT (FDC) PER CITY OF EXISTING EDGE OF PAVEMENT YELM STANDARDS, 0 UnU Y CONFLICT NOTB CAUTION THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1- 800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE: CALL 1 -800- 424 -5555 BEFORE YOU DIG. CONTRACTOR / DEVELOPER NOTE THE CONTRACTOR AND70f2 DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED MATERIAL TESTING, COMPACTION TESTING, AND APPLICABLE, INSPECTIONS AS REQUIRED BY CITY OF YELM AND PRIVATE ENGINEER. THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINEER WITPj DOCUMENTATION SIGNED BY A PROFESSIONAL SOILS ANOR MATERIALS ENGINEER SHOWING THAT ITT- ROAD SECTION WAS L9UILT ACCORDING TO THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MINIMUM CITY /STATE REQUIREMENTS, COMPACTION WAS ACHIEVIED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PLANS HAVE BEEN FOLLOWED. RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. WATER PLAN IVX yi Il -N AV r � f 1 ,, � , APPROVED FOR CONSTRUCTION BY: —DATE:- Director of Public Works APPROVAL EXPIRES: — J(j SCALE: 1 " =20' 0 10 20 40 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV. 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES I LEGEND .f. PROPERTY LINE DATE R/W LINE li - - - - EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT 0 PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2" STEP SERVICE • PROPOSED 2" STEP SERVICE VALVE U PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR -. EXISTING CONTOUR EXISTING EDGE OF PAVEMENT -- 0 EXISTING STORM MANHOLE O EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE , EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE H EXISTING WATER GATE VALVE W EXISTING FIRE HYDRANT W EXISTING WATER MAIN ® PIPE NAME O lO U K �1 2 C) U f7 I LEGEND .f. PROPERTY LINE DATE R/W LINE -- R7'W -- - - - - EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT 0 PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2" STEP SERVICE • PROPOSED 2" STEP SERVICE VALVE U PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR -. EXISTING CONTOUR EXISTING EDGE OF PAVEMENT -- 0 EXISTING STORM MANHOLE O EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE , EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE H EXISTING WATER GATE VALVE W EXISTING FIRE HYDRANT W EXISTING WATER MAIN ® PIPE NAME REWSION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM J q Z U U) ti K o II "1 IM II 8115 II 0 m 2 z Ll a C)w U DO Lu w m w z�0 m � � 2 N 0 rr^^ C V! � M W v FV Q M 8 VI o p� V 'V (0 m Q � 5 Q C � O U ti Z O V! ''AA O f1r � g� z C C/ DATE 2-7-14 )RA WING Nc 8115BASE HEET]Z OF 0 Lu J q Z U U) ti K o � W � O lO U K W 2 C) U 0 m 2 z Ll a C)w U DO Lu w m w z�0 m � � 2 N 0 rr^^ C V! � M W v FV Q M 8 VI o p� V 'V (0 m Q � 5 Q C � O U ti Z O V! ''AA O f1r � g� z C C/ DATE 2-7-14 )RA WING Nc 8115BASE HEET]Z OF RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. Z a CONSTRUCTION NOTES O CONTRACTOR TO CONNECT TO EXISTING 27LF- 8" WATER STUB AS SHOWN AND PER CITY OF YELM DETAILS ON SHEETS WD1. O CONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTIG',. CONTACT ENGINEER OF ANY DISCREPANCIES, O CONTRACTOR TO INSTALL TYPICAL 58LF- 1 }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WD7 & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WD1. O CONTRACTOR TO INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN AND PER DETAIL ON SHEET WDL 5O CONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW PREVENTION ASSEMBLY (DDCV) AS SHOWN AND PER DETAILS ON SHEET WDI. © CONTRACTOR TO INSTALL TYPICAL 63LF- I }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WD1 & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WD7. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. } ww 0 t/i z EX. 4 SE CROSSING ALIGNMENT A' HGRIPLANGKEW D N a M M M 0 +R0 0 +90 1 +00 GATE N 1 +10 1 +20 RK AREA APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: SCALE: i " =20' 0 10 20 40 OPOSED ARTMENT ILDING "A° PROX. VERTICAL DATUM .= 346.50 THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND lM1f6 PROPERTY LINE N R/W LINE EASEMENT LINE ADDITIONAL 10' UTILITIES EASEMENT n PROPOSED�RAOE ® o m PROPOSED IRRIGATION METER WII ¢OFI o U p PROPOSED FIRE HYDRANT W e EXIS ING GRADE ® °+' w ® PROPOSED WATER METER W---W PROPOSED WATER MAIN i PROPOSED SIDEWALK T PROPOSED SHOULDER -! --- 456--- PROPOSED CONTOUR EXISTING CONTOUR -i )WATER WM� - - J - -- EXISTING EDGE OF PAVEMENT Q EXISTING STORM MANHOLE PYC(CL DD EXISTING STORM MAIN gtF^�5• PYC(CL -e5W) WAVER ,, EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN 45tn e• CL -150) WA MAY ❑ EXISTING CATCH BASIN EXISTING POWER POLE STA:1+51. .131T I UI EXISTING WATER GATE VALVE LE -za STORM � SSING #WALL- EXISTING FIRE HYDRANT 1-Ir GATEJ yALW -, EXISTING WATER MAIN 1 g�p 1 -20L 50— II - ! F HVVRAN T � 1 RISTALL': LE 342 1 "5. 1 {• TEE 1����1}}ppp 7HRUST W= RwusTB°�orx cn-- c � 1 +30 1 +40 1 +50 1 +60 1 +70 1 +80 1 +90 ALIGNMENT °A' PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE. 1 "=2' REVISION BLOCK NO. DATE DESCRIP71ON BY 1 1 -22 -14 PER CITY MARK -UP GJM U o x w II 8115 II s � I I Z U o x w 0 Lu W U � U w of _ ro 0 W 3 �v z CL x� U o� Qrn W m Q W� x ''^^ C Vi v a Q 8 M, coo rn a� Q C U (ZT) V � N M • . �+ J w ' w O Zcr z� J Q III' DA TE l 2 -7 - -14 DRAWING NO W1 8115BASE SHEET 1B OF 21 CONSTRUCTION NOTES O CONTRACTOR TO CONNECT TO EXISTING 27LF- 8" WATER STUB AS SHOWN AND PER CITY OF YELM DETAILS ON SHEETS WDI. O CONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. O CONTRACTOR TO INSTALL TYPICAL 58LF= 1 ✓," WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WDI & W'D2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WDI. O CONTRACTOR TO INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN AND PER DETAIL ON SHEET WD1. O CONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW PREVENTION ASSEMBLY (DDCV) AS SHOWN AND PER DETAILS ON SHEET WDI. © CONTRACTOR TO INSTALL TYPICAL 63LF- i }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WDI & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET W01. A / VEH RUN APAi9TME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. APPROVED FOR CONSTRUCTION BY: Director of Public Works APPROVAL , L �EXPTRF,S- PROPOSED 5 I I HVCI I I CONCRETE SI EWALK A FIRE HYDRANT I 1 A 6 N � 4 $ JpS r ,S1 J, i I I 2 1 t \ 1 JA F'DC ITr1 T 45 I I I I :' I PN LE -stzpa spy 'm I >rx FIRE THWw"BL OU HYDRAWT '00 �J ToR PAPYE(IN , O�i -130) 's � � ' � L = J _ SCALE: 1 " =10T' 8aF»!p CL I 130) WATER MAM IOILT MSALL.- 0 5 10 20 336 336 cRO$s NSAIL • _ WA TER 1�8' GATE VALVE ROSSJNG I Im 1 -101F HYDRNT SPOQL THRS 334 0 o O O RENSION BL( 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1 +70 NO. DATE DESCRY 1 1 -22 -14 PER CITY MARK -UP ALIGNMENT BA PROFILE VIEW HORIZONTAL SCALE 1 " =1O' VERTICAL SCALE: 1 " =2' M1N 0 IIr' v � � , '-'; 9 ° I � - - � M - _ - I � l �� P l - 1 i I ; <N � p 5 = I /�E9B94' HE PROPOSE_4___ - 672 1+60 a NRAiox2THRUST BLOCK D GE (T(P.) + 9. o 0 STA. 1432 f0'LT STA. 0 MTALL21LF Y P .PARKING ALIGNMENT IN" 1-, GATE VALE 1 -4riar 8 E STA 1 +73STA 0+8A INTERSECTION ALIGNMENT "B" E'+ 1 -101F -HE HVE"T SPOOL & ALIGNMEN "C' INSTALL- 11 7HN3f BC i( 8 FLOW ARROW TYP. 108 NUMBER �U W0w0Uy N N3 Z o 0 ;� o ] UI I Mn BER 8115 CD U' = U � II � � I I 1 I I 1R11.1 DA � o THURSTON COUNTY co = 346.90 345: 345.95; 5.95 3 5.J7 344.40 I NGVD 29 PROPOSED 5 CONCRETE SIDEWALK 43.1512 i; MAX. SLOPE `r BM: 1252 Tw =3azo % - - -- .•I - ,'.i v = 346.50 TW= 346.00 TW= 346.00 =�46. 7. TW= 344.45 - CASED CONCRETE MONUMENT WITH BRASS PROPOSE I 3 ( TW=343-st CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. Q Iq 7APARTM T I a I PROPOSED '� ELEV: 347.21 4PPRNG °A° PARK AREA APARTMENT CONTOUR INTERVAL =2' /�PPROX. BUILDING "B" I _ F.F. = 346.50 ALIGNMENT ABn APPROX. ' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES PLAN WEW F. F. = 344, 00 352 -.... _. .- __.. _ _. ___ -� _._ __.. H IZONTAL SCALE 1 ID C co 350 1 m Q 7 _ m (eti ryu ✓c- r rry O -J F • K N o I NM o _ � _ I _ _. _. _.. I J_ p�. __ ___ °�'4^ �- f`i*csdr,�,. x(.11- � lid-'✓ ,+c' —`�' �'_- --- _... + a 1¢ _ d 348 ___ _ aJ LEGEND o _ - FL OF DRIVE -- - {�� PROPERTY LINE a I % _ —; _ ,.... n -�W-- R/W LINE 346 _ -.. XISTING: GRADE - -- - -\ _ _. EASEMENT LINE 12.00% 2 — ADDITIONAL 10' UTILITIES EASEMENT \ PROPO ,11 GRADE ® n PROPOSED IRRIGATION METER ¢ OF VE '� w m PROPOSED FIRE HYDRANT !; b 4 WATE CROSSING 344 _.. _� _ _... _.. _ ±~ �.. z ® PROPOSED WATER METER 1 I _ W----W PROPOSED WATER MAIN 8 PROPOSED SIDEWALK WAT CROSSIINO mil.. �� PROPOSED SHOULDER I I 342 _. _. _. I.. 456___ PROPOSED CONTOUR / (TY .) �F Plop._ I �--- �+ 1 1 1 2 "' WATER HIV XF 11 �cL '� 1 EXISTING CONTOUR w I I SE VICE , �LJ EXISTING EDGE OF PAVEMENT M I - D D EXISTING STORM MANHOLE w 340 -_ -- LE!.iiZ.b 1 72" WA T R D EXISTING STORM MAIN ,,; EXISTING SANITARY SEWER MANHOLE 7 THRUST T � SERVICE i1 I IR EXISTING SANITARY SEWER MAIN D1R1�'T (T�) EXISTING CATCH BASIN IGLF 8'PYC( -130) -_._ . '_. 12" S 338 -- -- - - - - -- _.- �- _ - _ _ _ _ __. STA. 5 1 T _ CROSSING `. EXISTING POWER POLE -STA- DS..T T _.... __ ___ -- 1Hf8/ST 9.OTX 'V NSULL: 7 l� EXISTING WATER GATE VALVE Z 1+13 AHD EXISTING FIRE HYDRANT 7HRIl�4T 9.OL'IC li 4° ATER� �11 EXISTING WATER MAIN I w . M Id S M O t o •- % ' J� M p � M f - _7_ _ FM � M BW MM ' j Y_ C (- Cl - --•�. 10� M �0 ± MM - NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. BY GJM Q CL 1 DATE r2-7-14 22 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. BY GJM Q CL 1 DATE r2-7-14 22 GENERAL WATER NOTES 1, ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, 2. ALL WORK IN CITY RIGHT -OF -WAY RECLINES A PERMIT FROM THE CITY OF YELM. PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES nr INVOLVED UTILITIES, AND THE CITY OF YELM. CONTACT THE PUBLIC WORKS DEPARTMENT AT (360) 458 -84IU TO SCHEDULE THE MEETING. ME CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE MEETING, J. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: POLYVNA CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120, PVC 1120, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS L,. iL TO OR LESS THAN THE STANDARD DIMENSION RATIO (SDR) OF 21, AND MEET THE REQUIREMENTS OF ARGOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)B. POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900 CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18, AND MEET THE REQUIREMENTS OF WEDGE STANDARD SPECIFICATIONS SECTION 9- 30.1(5)A. POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF I& DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1116 -INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -90, AND MEET THE REQUIREMENTS OF WREST STANDARD SPECIFICATIONS SECTION 9- 30.2.(1). SIX -INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. 4. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH 0 -RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES VALVES SHALL CONFORM TO AMA 509 -80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500, EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY 5. HYDRANTS SHALL BE M & H RELIANT STYLE 929. MUELLER CENTURION. OR CLOW MEDALLION OR AW. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. 6. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). 7 ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER ME FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON- BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2- INCH -WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE "D" OR APPROVED P ROVED EQUAL. IN ADDITION TO TRACER TAPE, INSTALL W GAUGE AROUND DUTY DIRECT BURY COATED COPPER WIRE (PAIGE "OE' OD SINGLE CONDUCTOR OR EQUAL), WRAPPED AROONO THE PIPE. BROUGHT UP AND TED OFF AT VALVE BODY ALL WIRE CONNECTIONS SHALL USE S1RE NUTS AND A BR SPLICE KIT, MANUFACTURED BY 3-M OR APPROVER EQUAL. ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN. 8. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCO. 9. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 10. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED "W" 114 INCH INTO COP' 11. CALL UNDERGROUND LOCATE AT 1- 800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 12. THE CITY WALL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION ", CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES, 13. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW LINE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE. 14, AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, ME CONTRACTOR SHALL OBTAIN A PUNCH LIST'PREPARED BY THE CITYS INSPECTOR DETAILING REMAINING ITEMS OF WOK T R 0 BE COMPLETED. ALL ITEMS TE 5 OF WORK SHOWN ON THERE PLANS SHALL BE COMPLETED TO THE IC SATISFACTION F 0 ON TIE CITY PRIOR TO ACCEPTANCE TANCE OF ME WATER SYSTEM AND PROVISION OF WATER SERVICE. 15. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. 16, ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPERS ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE FIELD. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND /OR OMISSIONS ON THESE PLANS. Top view operating nut mits of poymen) �_:'i I -Li Paint Hydrant Weather shield I ° ° Sun Yellow High and I {yd ra n} Lock' �` Grade Enamel Oonnet µ 13312- _ �r- 21/2 "Ho5e 'connection with )breads" ( HYDRANT OFFSET 41/2 Steanner connection ,n &It5 "NSfar, ,dos See valvo DOI, and / a adapter valve stem detail - F• °o Style 5 -3A w SC ca IF _I Ground To Rut f J - -- Standpipe french t1 depth 3' Minimum _ G" 5 Flanged fire \ \ \ \ \hydrant fee Each Fivve JOimt 6 #1106 E8AA Iro , n �1 g" Inc. Megalugl 1 w I w- V6° Class 52 ductile iron P ipe cut 1q length 6" Dole vat 9 ve, FL % MJ� See note 641ow Va ries 4'x8 "x16" concrete block `Hydrant shoe /Bockfill to top of drain ring housing bolts with 2" washed rock as Shown Plastic barrier between 6' x 6' sheet of 11 mil. plastic or Can- thrust block and tee Notes strucHon fabric, covering 2" washed rock Concrete thrust block 1. H drams h s oil be located In cast -in -place against accordance with Section fitting only In addition, minimum three hree foot radius unobstructed working area shall be provided around all hydrants. 2. Hydronte shall be Dresser M & H CITY OF YELM, WASHINGTON Reliant style 929, Clow Medallion or _CEP_ T. OF PUBLIC WORKS American ANN Series 2780 or Mueller, ' Centurion 3. Gate valves shall be resilient wedge FIRL HYDRANT NRS with 0 -ring sects. Valve ends shall be Mechanical joint by ANSI flanges. Valves shall conform to AWWA 509 -80. APPFrQVFQ DwC. ND. Valves shall be Mueller M &H, Kennedy, Clow R/W or Woerous Series 50D. PUBLIC WORKS DIRECTOR 6 -7 4. Fire Hydrant lock payment is required - DATE - 9 _ DES. will OWN. II order and CKp. Y Install. DATE FS JEG T 1P I THRUST. LOADS THRUST AT FITTINGS IN POUNDS AT 200 PILINGS PER SQUARE INCH OF WATER PRESSU PIPE 90 BEND 45' BEND :22 -1/2' BEND 11 -1/4' BEND DEAD END DIAMETER OR TEE_ T 31600 /�y��i�%L _ 1,000 500 2,600 61• 81000 4,400 2,300 1,200 TOP vlEw r/P !VIEW TOPIVIEW / I - I WYE 22,300 VIEW rgj�NSIDE Alv/ \ \ice• iT\ /\r 12" SIDE VIEW SIDE VIEW / \\ _ TEE _ CROSS_ GATE VALVE HORIZ. BEND 23,600 12,100 6,100 3n, 800 16 "- 57,000 yfi�: X� ST \\ \ pir 40,300 / . O � KavuYi� Tv fi- < S SIDE VIEW METER BOX ° ° O°ro a i o4d e° 0 00m - O -�Ud ° -n�3° Ic "^vn\���Tl'��:i\ TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS sv�r���i�rYv �Y. vl i� 45° - 90" VERTICAL BEND CITY OF YELM, WASHINGTON _ DEPT. OF PUBLIC WORKS NOTES: STANDARD 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS & FITTINGS. APPRO DWG. NO 3. ANCHOR REBAR SHALL DIAMETER. BE 5 /8" MINIMUM III-1 PUBLIC WORKS DIRECTOR DATE 6 -i.3 DES. DWN. CEO. DATE FS JEG rP 4/2007 Top view operating nut mits of poymen) �_:'i I -Li Paint Hydrant Weather shield I ° ° Sun Yellow High and I {yd ra n} Lock' �` Grade Enamel Oonnet µ 13312- _ �r- 21/2 "Ho5e 'connection with )breads" ( HYDRANT OFFSET 41/2 Steanner connection ,n &It5 "NSfar, ,dos See valvo DOI, and / a adapter valve stem detail - F• °o Style 5 -3A w SC ca IF _I Ground To Rut f J - -- Standpipe french t1 depth 3' Minimum _ G" 5 Flanged fire \ \ \ \ \hydrant fee Each Fivve JOimt 6 #1106 E8AA Iro , n �1 g" Inc. Megalugl 1 w I w- V6° Class 52 ductile iron P ipe cut 1q length 6" Dole vat 9 ve, FL % MJ� See note 641ow Va ries 4'x8 "x16" concrete block `Hydrant shoe /Bockfill to top of drain ring housing bolts with 2" washed rock as Shown Plastic barrier between 6' x 6' sheet of 11 mil. plastic or Can- thrust block and tee Notes strucHon fabric, covering 2" washed rock Concrete thrust block 1. H drams h s oil be located In cast -in -place against accordance with Section fitting only In addition, minimum three hree foot radius unobstructed working area shall be provided around all hydrants. 2. Hydronte shall be Dresser M & H CITY OF YELM, WASHINGTON Reliant style 929, Clow Medallion or _CEP_ T. OF PUBLIC WORKS American ANN Series 2780 or Mueller, ' Centurion 3. Gate valves shall be resilient wedge FIRL HYDRANT NRS with 0 -ring sects. Valve ends shall be Mechanical joint by ANSI flanges. Valves shall conform to AWWA 509 -80. APPFrQVFQ DwC. ND. Valves shall be Mueller M &H, Kennedy, Clow R/W or Woerous Series 50D. PUBLIC WORKS DIRECTOR 6 -7 4. Fire Hydrant lock payment is required - DATE - 9 _ DES. will OWN. II order and CKp. Y Install. DATE FS JEG T 1P I THRUST. LOADS THRUST AT FITTINGS IN POUNDS AT 200 PILINGS PER SQUARE INCH OF WATER PRESSU PIPE 90 BEND 45' BEND :22 -1/2' BEND 11 -1/4' BEND DEAD END DIAMETER OR TEE_ 4" 31600 2,000 _ 1,000 500 2,600 61• 81000 4,400 2,300 1,200 5,700 8" 14,300 7,700 4,000 2,000 10,100 10" 22,300 12,100 6,200 3,100 15, BOO 12" 32,000 17,400 8.900 4,500 22,700 14" 43,600 23,600 12,100 6,100 3n, 800 16 "- 57,000 30,800 15,700 7,900 40,300 NOTES: 1. BLOCKING SHALL BE CEMENT CONCRIETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH. FITTING SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL. 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET (S F.): EXAMPLE : 12" - 90" BEND IN SAND AND GRAVEL 32,000 LBS 3000 LB /S.F. = 10.7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE S_OiL BEARING LOADS FOR HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIPE EXCEEDS 2 FEET SOIL POUNDS PER SQUARE FOOT MUCK, PEAT 0 SOFT CLAY 1,000 SAND 2,000 SAND & GRAVEL 3,000 SAND & GRAVEL 4,000 CEMENTED WITH CLAY HARD SHALE 10,000 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. THRUST LOADS aP DWG. No S PUBLIC WORKS DIRECTOR RATE 6 - 1 4 DES, OWN. CROP DATE FS JEG TP 4 /9007 A / WEH HUN APARTME/VTS NE 114, SE 1/4, SEC .94, TWN.17 N., RNG. 1 E, W.M. LCLA51 ' x 3' x 4" 3 000 RETE PAD OUTSIDE PAVED AREA TRACER WIRE -SEAL WITH AR4000W BALLAST) O.S' CONCRETE CL 3000 INSIDE PAVED ROADWAY 12,� RECESSED HANDLE TYPE'. COVER ' �L INLAND FOUNDRY #248 6 3 6 VALVE BOX WITH 10 8 314" � WATER" CAST IN LID I ( OR OFCO 910 SECTION? 2 � a z w � 3 x � v $ M NOTE, 4 a4r PUBLIC WORKS ALL VALVES MUST HAVE 14 GUAGE INSULATED WATER MAIN COPPER TRACER WIRE TIED OFF AT VALVE BODY, EXTENDED E TIED OUT61D E PVC RISER PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX. PUB L 6~S DIRECTOR VALVE STEM EXTENSION LEGEND 6-15 U VALVE OPERATING NUT OR 1 7/8" DwN. X 1 7/8" X 2" HIGH GRADE STEEL CKD WELDED TO RISER SHAFT. CI 0 3/16" Thk X 5 1/5" DIA STEEL D GUIDE PLATE WELDED TO RISER EXIST'G �- f SHAFT. Q 2 "X2 "X 3/16" SQUARE STRUCTURAL STEEL TUBING TO FIT OPERATING 3 (4 REDO) � 6" MIN. (1 REO`0. )VALVES NUT. LENGTH AS REQUIRED, Q D. NOTE, APPR ALL WELDS TO SHAFT SHALL BE 114'• PUBW FILLET WELD ALL AROUND. DES, (1 REO'D ) Es GRADE -6" SDR 21 PVC PIPE CONFORMING TO ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. VALVE STEM RISER REQUIR ED WHEN MA x. EXCEEDED 36" Is ( LENGTH VARIES) GATE VALVE L E SHOW - N SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY RLY VAV L E5. OF PUBLIC WORKS STANDARD VALVE BOX _ L6- KS DIRECTOR OWN. CKD. JEG TP RESTORATION DEPTH _TRACE TAPE 11" r0 IB` UNDER VgRIFS. / THE FINAL GRADE TRENCH BACKFILL T TRACER WIRE (SEE GENERAL SEE NOTE 1, 2, 3 WATER NOTES N0. 7) & 5 BEDDING MATERIAL SEE NOTE 4 UNDISTURBED SOIL N O I ES: I. A MINIMUM COVER OF 35' SHALL BE MAINTAINED. EXCEPT AS REQUIRED AT CONNECTION POINTS. 2. NATIVE SACKFUL SHALL CONSIST OF CRUSHED, PROCESSED, OR NATURALLY OCCURRING GRANULAR MATERIAL. IF SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE MA T IT W LL CO MPA CT READ ILY 04Y COMPgf, r. 3. NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTED OR SCREENED SO THAT THE MAXIMUM AGGREGATE SHALL CS 6- INCHES. 4. PIPE BEDDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVED EQUAL NO SUBSTVTIONS WILL BE ALLOWED MTHOUT WRITTEN AUTHORIZATION FROM UHF CITY OF YELM. 5. WHERE NATIVE MATERIALS HAVE BEEN DECMED UNACCEPTABLE BY DIF CITY TRENCH BACKTTLL SHALL MEET THE WSDOT STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED. CI EY OF YELM, WASHINGTON _ DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPR, OWG NO PUB L 6~S DIRECTOR LATE 6-15 DES. DwN. CKD DATE IS _- JEG TP 14/2007 EXIST'G �- f RnV 0 CURB P E ,_ y CHECK YAILVE D I p o d P. BALL 1VALV� VINE ?w,_ v METIER THE 11/2" - Bt1 -666 REST 2" - BII -]]] B 12" 2" r _ PLASTIC LING (USE 200 -BT -PASS VALVE P51 PHILLIPS DRISCO PIPE W /LOCKABLE GAP 5100 POLYETHYLENE PIPE) i FORD BALL VALVE WITH PACK JOINT & FEMALE I I/2 "_2" MALE LP. THREADS NIPPLE SERVICE SADDLE N2E$ CITY OF `YELM, WASHINGTON I. STAINLESS STEEL INSERTS REQUIRED FOR ALL DEPT, OF PUBLIC WORKS PACK JOINTS. ^ -- 2. ALL SERVICE SADDLES SHALL HAVE RUBBER � 1 /~ Fr TO Zee GASKET AND I.P. THREADS. 3. CITY STANDARD FOR COPPER SETTERS ARE: METER SERVICE I 1/2" - FORD VB11 - 76 TSB 13 OR EQUAL 2" - FORD VEIN - - - 77 1 SB17 DR EQUAL APtES�1:: Dwc. NO d. ALL I 1/2" AND " 2 SADDLES LEG WILL BE 2" i APS WITH BRASS 2" NIPPLE AND PU R�.CiOR DATE 6 - 3 2" RES1LENi WEDGE GATE VALVE ANp 910 HOUSING AND SDP -21 PVC PIPE HOVSINC DES CKU. pq TC TP 4/2007 III 1111= SH ti 8 'tRJ OA'a �vO °a$ °`b Lro °`t�e`bVe, (BELOW GROUND INSTAL ATION) GRAVEL 1T MIN_ NOTE: ALL ITEMS sr+au r,GMrl.r WTH THE Fa LOWNC. - APPROVED DOUBLE CHECK VALVE ASSEMBLY SHAH LAY IIORIZCPVTA[ WITH GROUNp. - DESIGNED FOR BACK SIPHONgGE AND BACK PRESSURE. - THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACK FLCJW PREVENTER - NO GALVANIZED PIPE BEFORE ASSEMBLY -- THE DCVA MAY BE INSTALLED ABOVE OR BELOW CITY OF YELM, WASHINGTON THE GROUND PROVIDED ALL CLEARANCES ARE MET Dk PT, OF PUBLIC WORKS - DO NOT INSTALL IN AN AREA SUBJECT TO I10001N(,. - - VALVE sHau BE naor£cTEO FROM T ..ZINC CONDITIONS. DOUBLE CHECK VALVE - THE BACK Fiow assEMHlr SHALL BE a CURRENT ASSEPNBLY 2'• AND SMALLER WASHINGTON STATE DEPT HEALTH APPROVED MODEL - A PLUMBING PERMIT 15 REQUIRE, APPROVED FOR CONSTRUCTION BY: ATE:_ APPaovEl' DWG. NO PUBLIC wCJRKS pIRECTOx pATE DES. DWN. CKp, pATE NR JF.G iP 4/2007 PLASTIC I OR CONCRETE BOX Director of Public Works APPROVAL EXPIRES: S) 7 wx. MATERIAL LIST: GRAVEL BASE 12" THICK I. SERVICE LINE 2. 90' BEND 3. UNION 4 NIPPLE 5 SHUT -OFF VALVE 6. CHECK VALVE (D.S.H.S. APPROVED) 7 RELIEF VALVE e. icsrs cacKs 9. DRAIN i0 DAYLIGHT 10.PLUGS IN TEST COCKS GEry ERAL NOTES: A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. B. DIAMETER OF PIPE AND FITTINGS = nvPRn I C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 ` ( FOR FURTHER INFORMATION. PUBLIC D. Do NOT INSTALL IN AREA SUBJECT i0 FLOURING. - DES. KR )LAN PROFILE "Ix TO BUILDING OR IRRIGATION SYSTEM TY OF YELM, WASHINGTON )f_PT. OF PUBLIC WORKS _ REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER DWG NO YORKS DIRECTOR DATE 6-17 SIZE q 9 APPROVED .1d TER B % LID - 1730 UI READER ED 1 1/2° 73 1 /4° 15" BOX - BUT 1730 % 12 BASE OR APPROVED EQUAL 2" 17 1 /4" 15" z a :I METER BOX - - -� 1 I/2 " -2" POLYETHYLENE LME 7CHECKVALVE. VALVE ! -- RFT 11/2 ° -2" MALE � __,7P"` 10" ADAPTER -2" REBILENT BALL VALVE I WEDGE (CURB STOP) GATE VALVE SERVICE SADDLE ROMAC 2025 OR 30" 2% SLOPE TO FIRE DEPARTMENT CONNECTION IROU� DWG. NO ILIC 6R Rs DIRECTOR DATE 6 -4.4 DWN. CKD. DATE FS JOE J CKD. JEG In TP 4/2007 REVISION BLOCK N0. DATE DESCRIP710N BY 1 1 -22 -14 PER CITY MARK -UP GUM II 8115 II J U Z Z � � ti O � 2 J U W U O � W � � Y LCI ro O Z Ll ❑ In U � Lb W p�-Om � Q } d = ZNU ViCo V� C7 LO HO I t\ V Q ^M N O V PIT Q� 3 Q C � 0 U Q Z N UJ z _O to U Q W `q DATE 2 -7 -14 DRAWING N( VD1 81156A SE HEET�QFZ (5) ( 6 6' • T TOP VIEW 6. EXIST'G �- f ftE51LIFNT SEA ffB - GAO( /ND TEST f,OCKS_ • 3 3 (4 REDO) � 6" MIN. (1 REO`0. )VALVES UNIONS (1 REO'D ) ' N NO GALVANIZED PIPE ON IN G" MIN. LET 510E . O OF ASSEMBLY PLASTIC OR CEMENT < S SIDE VIEW METER BOX ° ° O°ro a i o4d e° 0 00m - O -�Ud ° -n�3° Ic APPaovEl' DWG. NO PUBLIC wCJRKS pIRECTOx pATE DES. DWN. CKp, pATE NR JF.G iP 4/2007 PLASTIC I OR CONCRETE BOX Director of Public Works APPROVAL EXPIRES: S) 7 wx. MATERIAL LIST: GRAVEL BASE 12" THICK I. SERVICE LINE 2. 90' BEND 3. UNION 4 NIPPLE 5 SHUT -OFF VALVE 6. CHECK VALVE (D.S.H.S. APPROVED) 7 RELIEF VALVE e. icsrs cacKs 9. DRAIN i0 DAYLIGHT 10.PLUGS IN TEST COCKS GEry ERAL NOTES: A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. B. DIAMETER OF PIPE AND FITTINGS = nvPRn I C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 ` ( FOR FURTHER INFORMATION. PUBLIC D. Do NOT INSTALL IN AREA SUBJECT i0 FLOURING. - DES. KR )LAN PROFILE "Ix TO BUILDING OR IRRIGATION SYSTEM TY OF YELM, WASHINGTON )f_PT. OF PUBLIC WORKS _ REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER DWG NO YORKS DIRECTOR DATE 6-17 SIZE q 9 APPROVED .1d TER B % LID - 1730 UI READER ED 1 1/2° 73 1 /4° 15" BOX - BUT 1730 % 12 BASE OR APPROVED EQUAL 2" 17 1 /4" 15" z a :I METER BOX - - -� 1 I/2 " -2" POLYETHYLENE LME 7CHECKVALVE. VALVE ! -- RFT 11/2 ° -2" MALE � __,7P"` 10" ADAPTER -2" REBILENT BALL VALVE I WEDGE (CURB STOP) GATE VALVE SERVICE SADDLE ROMAC 2025 OR 30" 2% SLOPE TO FIRE DEPARTMENT CONNECTION IROU� DWG. NO ILIC 6R Rs DIRECTOR DATE 6 -4.4 DWN. CKD. DATE FS JOE J CKD. JEG In TP 4/2007 REVISION BLOCK N0. DATE DESCRIP710N BY 1 1 -22 -14 PER CITY MARK -UP GUM II 8115 II J U Z Z � � ti O � 2 J U W U O � W � � Y LCI ro O Z Ll ❑ In U � Lb W p�-Om � Q } d = ZNU ViCo V� C7 LO HO I t\ V Q ^M N O V PIT Q� 3 Q C � 0 U Q Z N UJ z _O to U Q W `q DATE 2 -7 -14 DRAWING N( VD1 81156A SE HEET�QFZ (5) ( )LAN PROFILE "Ix TO BUILDING OR IRRIGATION SYSTEM TY OF YELM, WASHINGTON )f_PT. OF PUBLIC WORKS _ REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER DWG NO YORKS DIRECTOR DATE 6-17 SIZE q 9 APPROVED .1d TER B % LID - 1730 UI READER ED 1 1/2° 73 1 /4° 15" BOX - BUT 1730 % 12 BASE OR APPROVED EQUAL 2" 17 1 /4" 15" z a :I METER BOX - - -� 1 I/2 " -2" POLYETHYLENE LME 7CHECKVALVE. VALVE ! -- RFT 11/2 ° -2" MALE � __,7P"` 10" ADAPTER -2" REBILENT BALL VALVE I WEDGE (CURB STOP) GATE VALVE SERVICE SADDLE ROMAC 2025 OR 30" 2% SLOPE TO FIRE DEPARTMENT CONNECTION IROU� DWG. NO ILIC 6R Rs DIRECTOR DATE 6 -4.4 DWN. CKD. DATE FS JOE J CKD. JEG In TP 4/2007 REVISION BLOCK N0. DATE DESCRIP710N BY 1 1 -22 -14 PER CITY MARK -UP GUM II 8115 II J U Z Z � � ti O � 2 J U W U O � W � � Y LCI ro O Z Ll ❑ In U � Lb W p�-Om � Q } d = ZNU ViCo V� C7 LO HO I t\ V Q ^M N O V PIT Q� 3 Q C � 0 U Q Z N UJ z _O to U Q W `q DATE 2 -7 -14 DRAWING N( VD1 81156A SE HEET�QFZ (5) ( FIRE DEPARTMENT CONNECTION IROU� DWG. NO ILIC 6R Rs DIRECTOR DATE 6 -4.4 DWN. CKD. DATE FS JOE J CKD. JEG In TP 4/2007 REVISION BLOCK N0. DATE DESCRIP710N BY 1 1 -22 -14 PER CITY MARK -UP GUM II 8115 II J U Z Z � � ti O � 2 J U W U O � W � � Y LCI ro O Z Ll ❑ In U � Lb W p�-Om � Q } d = ZNU ViCo V� C7 LO HO I t\ V Q ^M N O V PIT Q� 3 Q C � 0 U Q Z N UJ z _O to U Q W `q DATE 2 -7 -14 DRAWING N( VD1 81156A SE HEET�QFZ (5) ( II 8115 II J U Z Z � � ti O � 2 J U W U O � W � � Y LCI ro O Z Ll ❑ In U � Lb W p�-Om � Q } d = ZNU ViCo V� C7 LO HO I t\ V Q ^M N O V PIT Q� 3 Q C � 0 U Q Z N UJ z _O to U Q W `q DATE 2 -7 -14 DRAWING N( VD1 81156A SE HEET�QFZ (5) ( TO BE I PSE PER RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 E., W.M. rI=017rC IA A0o/%I /cA A=k far o1 AA, I CONSTRUCTION NOTES O SAWCUT EXISTING ROAD PAVEMENT. REMOVE ASPHALT AS HATCHED AND HAUL OFF SITE TO APPROVED DISPOSAL SITE, CONSTRUCT NEW ROAD SECTION PER UTILITY PATCH DETAIL ON SHT RS1. O CONSTRUCT TYPE IV CURB RAMP AS SHOWN AND PER DETAIL ON THIS SHEET. O CONSTRUCT TYPE 1 CEMENT CONCRETE APPROACH AS SHOWN AND PER DETAIL ON SHEET RS 1. O CONSTRUCT 5' CONCRETE SIDEWALK AS SHOWN AND PER DETAIL ON SHEET RSL O CONSTRUCT 4' WIDE ASPHALT RAMP AT BOTH ENDS OF THE PROPOSED SIDEWALK TO BACK OF CURB. © CONTRACTOR TO RELOCATE/ REPLACE EXISTING STREET TREE. CONTRACTOR TO COORDINATE WORK WITH CITY OF YELM, O CONTRACTOR TO INSTALL STANDARD CROSSWALK AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAIL ON SHEET RS2. .DING ream, BREAK ADECor .PANS - CEMI NTSIS'TE B f IIT Ewux- NO 0' NOTES MmE IttP) � CURB RAW WID H4•. W MIN LANDING TO MATG1 CVR80.9W WIDTH -BEE CONTRACTPLWs wE a— UBNNG SEE CdI.Or"as- us RAMP - O'MIN. CEMENT CONCRETE 8101YANI- cm8swaik«es shown In lM CA^4,W,lWrite wldooftheassoclalee sEEno TEs PnovlOrt FVCETH 10 0 HSEE CONTRACT PANS- - .-Wfi. �e�WPIN TWO —WAY / wOTN tTVRI SEE CIXJTUC.PIAN - and GUttey DBpressee Curb antl Gutter, and PeUesManC im bMN. B YT,MANS EE JOINTIIYP.) - sEE I PPMP 9TAXmgnp M. iae 5 See Contract Plans for ad and 1placemenl of Bklewalk. w - M W BREAK TMNSrtI4VIro51EfWNe euEEER, IE PRE SENT, OR TO BACK OF WBBDYPJ- / sEE CLIP /=pA4 AREA NsEenmea / mere cures, oRwee i'EEDST'SAD Cum,,, The Curb Ramp maxJmu d mnnlm bpe shall lot require the Deep lengm J/ .wo GUTTEft -� sEE nGTEa ]. to exeead lsfeal to avolecM1aslinasloPelneeMllelywh�n connecting cFno_E ANnmG SURACE- sBC..J D to steep glees WM1Sn applying tl�Ie t5 -bOt maximum lelglh, Ole tunning EEE 9i/JIOARBPWJF{S10 DETECTABLE WARNING SURFACE- ElnpeOf1he CVN Ramp 511a es I' as feasible. FACE OF CONS FACE OF CURS SEE STANDARp PEAR fatale Curb Ramp, acfflcg,and 8.14. khall recaNe broom finish. Sae SEASVREO PPFLVIEL FEE NFeE<LVRHANOGVREft- DEPRESSED CUR6 ANC GD,N B, Slandartl 3pecMDatlonS 8A9. to was lTw.l creosswAix ONTEN. D �� LEGEND sLOPE IN EITIEH DIRECTION PLAN VIEW PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B CETEQABIF wAII iJCIADS - (SHOWN WITH BUFFER) OEMENTCONCRETE OPTEOTASfE W,p SEE STANDARD PLµ F1Si0 PEOCITRB Co. SEE 8TAN0 ,Boa SURFACE - i'- O'MIN. 15'- O'MAE. GftNE N. EE NOTE• 'w4 PLANFL[10 s LOPETRFgTMEM- TUCiPWi8 SEE NOTEI COLINTERSLOPE- .IS Siµ OARD PLµ F.b,in GPµ, qy- _�SJI % ttP. DEPRESSED TOP OF REM. CEMENT CONCRETE CURB LANDING OURS MM1N AND GUTTER - SEE NOTE) e DEPRESSED CURB ANDGUTTER- SEESTANoAnoPLANF -10.12 CURB RADIUSDETAIL OO SECTION OA NOTE: CALL CEMENT CONI CUTS VAR , ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT' ISOMETRIC VIEW TYPE PERPENDICULAR D PAY LIMIT 1- 800 - 424 -5555 BEFORE YOU DIG. PERPENDICULAR CURB RAMP SNEET 1 OF 1111 6/10113 1 112" LONGM /RE ST. S.E. HORIZON ANGVIEW 1D NOTES cuftp„ Mpwlmlla.mmw. - GgO MATCH CVRB HAw AT. EE ECOOTELT 1. Provldeesepamte CUrE Ramp by eacM1 marketl or unmaMee crosswalk. CVtb RamPlDER on SFall Ue eJa MANS cm8swaik«es shown In lM CA^4,W,lWrite wldooftheassoclalee camEeREAK 2, breere'GRAC 111 a Nw ad ac= out, (hanesshaff ofsh gade 1 out, planessllall offlin 10 g Do nDl glace 0AOngs JUnGlon BOxesACCessCOVersmromerappulte- nfmnl of me Curb Ramp. or on any pad of me Cum Ramp or HSEE CONTRACT PANS- - .-Wfi. Landin Landing. See the Coomr, Plans forlhe LUyp TWO —WAY q design epeCRIM Sea StdntlarE Pla 10' and GUttey DBpressee Curb antl Gutter, and PeUesManC im SUFFERWIDTH -MATCH TO B CURB HAND nBroi RYII ,w Sae Standard Plan F30.10 for D ahem COncrele Sldawalk details. o 5 See Contract Plans for ad and 1placemenl of Bklewalk. w The Bid Item 'Cement Concrete Curb Ramp Tyy •does not INDUS, 6. Iha ad scent (MUB Curb MA Gunbq Deprossed CSS and Gutlap Petles an Cum, or Sidewalk . NsEenmea / mere cures, oRwee i'EEDST'SAD Cum,,, The Curb Ramp maxJmu d mnnlm bpe shall lot require the Deep lengm J/ .wo GUTTEft -� sEE nGTEa ]. to exeead lsfeal to avolecM1aslinasloPelneeMllelywh�n connecting cFno_E ANnmG SURACE- sBC..J D to steep glees WM1Sn applying tl�Ie t5 -bOt maximum lelglh, Ole tunning EEE 9i/JIOARBPWJF{S10 DETECTABLE WARNING SURFACE- ElnpeOf1he CVN Ramp 511a es I' as feasible. FACE OF CONS FACE OF CURS SEE STANDARp PEAR fatale Curb Ramp, acfflcg,and 8.14. khall recaNe broom finish. Sae SEASVREO PPFLVIEL FEE NFeE<LVRHANOGVREft- DEPRESSED CUR6 ANC GD,N B, Slandartl 3pecMDatlonS 8A9. to was lTw.l creosswAix ONTEN. D �� LEGEND sLOPE IN EITIEH DIRECTION PLAN VIEW PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B CETEQABIF wAII iJCIADS - (SHOWN WITH BUFFER) OEMENTCONCRETE OPTEOTASfE W,p SEE STANDARD PLµ F1Si0 PEOCITRB Co. SEE 8TAN0 ,Boa SURFACE - i'- O'MIN. 15'- O'MAE. GftNE N. EE NOTE• 'w4 PLANFL[10 s LOPETRFgTMEM- TUCiPWi8 SEE NOTEI COLINTERSLOPE- .IS Siµ OARD PLµ F.b,in GPµ, qy- _�SJI % ttP. DEPRESSED TOP OF REM. CEMENT CONCRETE CURB LANDING OURS MM1N AND GUTTER - SEE NOTE) e DEPRESSED CURB ANDGUTTER- SEESTANoAnoPLANF -10.12 CURB RADIUSDETAIL OO SECTION OA NOTE: CALL CEMENT CONI CUTS VAR , ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT' ISOMETRIC VIEW TYPE PERPENDICULAR D PAY LIMIT 1- 800 - 424 -5555 BEFORE YOU DIG. PERPENDICULAR CURB RAMP SNEET 1 OF 1111 6/10113 1 112" LONGM /RE ST. S.E. HORIZON ANGVIEW 1D NDTES'. 1. WHERE APPROACH EXCEEDS 16' (MOTH A FULL DEPTH EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY, CENTERED IN THE APPROACH, 2. FORM AND SUBGRADE INSPECTION ARE REQUIRED BFFORE POURING CONCRETE. 3, REFER TO SECTION 48.140, YELM DEVELOPMENT GUIDELINES, DEPT. OF PUBLIC WORKS CEMENT CONCRETE APPROACH I A D POBLICAYRKS DIRECTOR DATE ^ N —� S -C 9 C E16.0 XISTING TRAFFIC LANE RWJ I za s.a- -- PRIOPOSED PROPOSED PLANIfER STRIP 51DENALK SECTION A -A PROPOSED N S. EXI``1TING �_.G.O'- Cuff, Ro•'N DEDICA -ION APPROVED FOR CONSTRUCTION BY: DATE: Director ofPubtic Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP & INTERSECTION OF YELM AVE, & TAHOMA BLVD. EL EV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES BLOCK LEGEND —�f�— PROPERTY LINE — i LINE — — — — EASEMENT LINE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE + PROPOSED LIGHT POLE PROPOSED SIDEWALK -- -456 --- PROPOSED CONTOUR _. EXISTING CONTOUR -- EXISTING EDGE OF PAVEMENT QD EXISTING STORM MANHOLE DD EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE II EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT I. EXISTING WATER MAIN R�qr 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION ]� 0.00 EXISTING TOP OF PAVING SPOT ELEVATION N0. I DATE DESCRIPTION BY 1 1 1 -22 -14 PER CITY MARK —UP GJM II 8115 II I � I I ONE —WRY 10 15 CO' TWO —WAY 10' 30' - 40' NDTES'. 1. WHERE APPROACH EXCEEDS 16' (MOTH A FULL DEPTH EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY, CENTERED IN THE APPROACH, 2. FORM AND SUBGRADE INSPECTION ARE REQUIRED BFFORE POURING CONCRETE. 3, REFER TO SECTION 48.140, YELM DEVELOPMENT GUIDELINES, DEPT. OF PUBLIC WORKS CEMENT CONCRETE APPROACH I A D POBLICAYRKS DIRECTOR DATE ^ N —� S -C 9 C E16.0 XISTING TRAFFIC LANE RWJ I za s.a- -- PRIOPOSED PROPOSED PLANIfER STRIP 51DENALK SECTION A -A PROPOSED N S. EXI``1TING �_.G.O'- Cuff, Ro•'N DEDICA -ION APPROVED FOR CONSTRUCTION BY: DATE: Director ofPubtic Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP & INTERSECTION OF YELM AVE, & TAHOMA BLVD. EL EV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES BLOCK LEGEND —�f�— PROPERTY LINE — i LINE — — — — EASEMENT LINE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE + PROPOSED LIGHT POLE PROPOSED SIDEWALK -- -456 --- PROPOSED CONTOUR _. EXISTING CONTOUR -- EXISTING EDGE OF PAVEMENT QD EXISTING STORM MANHOLE DD EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE II EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT I. EXISTING WATER MAIN R�qr 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION ]� 0.00 EXISTING TOP OF PAVING SPOT ELEVATION N0. I DATE DESCRIPTION BY 1 1 1 -22 -14 PER CITY MARK —UP GJM II 8115 II I � I I Z G fr o w 0 0 W C' � C O U ro 0 h 0 Z M U� Qrn W m w� zip �cm � d 2 ZNU VJ � M �U. � v n (�z`J7 � V N rn Q� c U Z O � b tp l g� z r Ile— z O CL LIU �kz v / O 14 DATE 2-7-14 F DRAWING NO 811 ,`BASE HFET 21 OF 21 V►LAVI ► r MHr SCALE: 2 =/1 MILE PROPERTY DESCRIPTION 24 -17 -1E 1A HE SE COM NW COR SOLBERG I PARCEL NUMBER 21724410200 SITE ADDRESS 304 LONGMIRE ST. S.E. YELM, WASHINGTON ' SITE DATA ACREAGE: 1.14 AC. ZONING: R -14 POWER: PUGET SOUND ENERGY TELEPHONE: FAIRPOINT GAS: PUGET SOUND ENERGY SEWER: CITY OF YELM WATER: CITY OF YELM CATV COMCAST cSl'D,J L ,CLL to St 7C+ (5 yvn Spa�c� I UTZL Y CONFLICT NOTE CAUTION THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UDLI71ES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1- 800- 424 -555.5 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. \, .f: RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. i E, W.M. I 1�I A :I sl Y oIq LEGEND DATE DESCRIPTION (^� ( X 7 SHORE PINE r PAUL'S SCARLET , . 13 "'I X JAPANESE HOLLY o iE . o Ir W I � ,N4. GRAVEL I OFREEZE PROOF HOSE BIB z i Z r U U - - - -_ � O ' I .. ....,. a I I U APARTMENT `�!`f'!... N I -ss' BUILDING "B" ....' ss'. , _ ., " ! - - — — F.F. 344.00 -- -344 UTZL Y CONFLICT NOTE CAUTION THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UDLI71ES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1- 800- 424 -555.5 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. \, .f: RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. i E, W.M. I 1�I A :I sl Y oIq LEGEND DATE DESCRIPTION (^� ( X 7 SHORE PINE r PAUL'S SCARLET , . 13 "'I X JAPANESE HOLLY o iE . o Ir W I � � GRAVEL I OFREEZE PROOF HOSE BIB z i Z r U U - - - -_ � O ' I .. ....,. a I I U APARTMENT `�!`f'!... N I -ss' BUILDING "B" ....' ss'. , _ ., " ! - - — — F.F. 344.00 -- -344 - I/ I I I J, I - - -- _ W 5493238'E I � I -h- —�- __ I �fIS LG�u ? B' SOLID BOARD FENCE — I: 1- - l I LEGEND DATE DESCRIPTION (^� ( X 7 SHORE PINE --i PAUL'S SCARLET , . RED MAPLE X JAPANESE HOLLY U iE . o RIVER ROCK . . � E] GRAVEL OFREEZE PROOF HOSE BIB 0 r U U - - - -_ ' I .. ....,. a U APARTMENT `�!`f'!... — --- -ss' BUILDING "B" ....' ss'. , _ ., " ! - - — — F.F. 344.00 -- -344 - —�- __ I �fIS LG�u ? B' SOLID BOARD FENCE — I: 1- - l I c `— B' SOLID BOARD FENCE rC)CJQ 5�g ov,, APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: SCALE: 1"=20' 0 10 20 40 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD, ELEV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES B' SOA1D BOARD FENCE LS LEGEND DATE DESCRIPTION (^� ( X 7 SHORE PINE 0 PAUL'S SCARLET Lu ® RED MAPLE X JAPANESE HOLLY U iE . o RIVER ROCK . . � E] GRAVEL OFREEZE PROOF HOSE BIB 0 r U U - - - -_ ' —PROPOSED .. ....,. O U APARTMENT `�!`f'!... — --- -ss' BUILDING "B" ....' ss'. , _ ., " ! - - — — F.F. 344.00 -- -344 - - - -- -- 346 - -_ -- -- - -------- 59' - _.- 59 . . . . . %-� - --- PROPOSED ,x APARTMENT BUILDING °A" — — APPROX. � 7' F.F.= 346.50. y ' /' ✓ y y v, " i 64 _..348 i P€R- AFN- �39827d7 . -: . c `— B' SOLID BOARD FENCE rC)CJQ 5�g ov,, APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: SCALE: 1"=20' 0 10 20 40 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD, ELEV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES B' SOA1D BOARD FENCE LS REVISION BLOCK LEGEND DATE DESCRIPTION (^� ( X 7 SHORE PINE 0 PAUL'S SCARLET Lu ® RED MAPLE X JAPANESE HOLLY U iE LARUSFINUS o RIVER ROCK LAWN � E] GRAVEL OFREEZE PROOF HOSE BIB 0 REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM Lu N I I Z U o � Q W SCANNED EEb I o z "4 1 MI AL ► � 4•' L. °es s'i!i ► ► ►1 \ \N��O�'• , I j 2014 LA 3 2 a 0 In Lu m¢ �3 zoo Q N U Vi ''^^ o � M I v 0 Q M m O �lJ � Q C � U Q a— Q v 0 Q J DATE 2 -7 -14 8115BASE TEET10F_I &115 0 Lu N I I Z U o � Q W 0 0 w U U Ld � O U 3 2 a 0 In Lu m¢ �3 zoo Q N U Vi ''^^ o � M I v 0 Q M m O �lJ � Q C � U Q a— Q v 0 Q J DATE 2 -7 -14 8115BASE TEET10F_I